NCDOT 106-12 Minor Mod 2015 B2500-A

r • i . .. 'III..
Perri t Class
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—MODIFICATION/MAJOR
Permit Number
STATE OF NORTH CAROLINA 106-12
Department of Environment and Natural Resources
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and •
Coastal Resources Commission
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1 it tr
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for •
X Major Development in an Area of Environmental Concern
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pursuant to NCGS 113A-118
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X Excavation and/or filling pursuant to NCGS 113-229 •
Issued to N.C. De artment of Trans ortation 1598 Mail Service Center Ralei h NC 27699-1
598 development in Dare C •
,i;_,
County at Pea Island Breach Site (aka New Inlet) on
NC Hi hwa 12 as re uested in the ermittee's a lication dated 6/19/15 includin the attached AEC Hazard
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Notice dated 6/22/15 and the attached work Ian drawin s 21 as described in Condition No. 1 below.
This permit, issued on July 28 2015 is subject to compliance with the application (where consistent
with the permit),all applicable regulations, special conditions and notes set forth below. Anyviolat'
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be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. 1O°of these terms may
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TIP No. B-2500AB
1) Unless specifically altered herein, all work authorized by this Major Modification shall be carried out
in accordance with the following attached workplan drawings:
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• 6/15/15; 2 dated Wetland and surface water im acts drawings 10 :
and 1 dated 6/17/15. 2 dated 7/15/15; 2 dated 6/18/15; 3 dated
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6/26/15;
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• Roadway design drawin s 11) 2 dated 7/15/15; 9 dated 6/18/15.
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NOTE: The specific development being permitted does not preclude the remainder of the B-2 •
being built in the Pamlico Sound provided that future development will be constructed i500n a wroay
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that avoids and minimizes impacts to AECs. •
v'ay
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(See attached sheets for Additional Conditions)This permit action may be appealed by the permittee or
other qualified persons within twenty(20) days of the issuing Signed nb ofthh authority ofes ther Secretary. of sin. and the date. •
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g Chairman the Coastal Resources Commission.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. f�j�
Any maintenance work or project modification '' e' e.c-r a (/ (t
hereunder requires further Division approval, not covered
Braxt n C. Davis, Director
All work must cease when the permit expires on Division of Coastal Management
This permit and its conditions are hereby accepted.
No expiration date, pursuant to GS 136-44.7B
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature ofPermittee

Permit No. 106-12 •
N.C. Department of Transportation •
Page 2 of 8
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ADDITIONAL CONDITIONS
NOTE: This Major Modification authorizes TIP No. B- •
2500AB,replacem n Inle of t) and ree lated 650 foot ;
two-lane temporary bridge over the Pea Island Breach Site(aka New )
approaches with a new 2,350 foot long two-lane temporary bridge and related approaches. This
Major Modification replaces the modifications to Permit No. 106-12 which were issued on
4/26/13, 10/17/13,and 4/22/14.
2) In accordance with T15A:07H.0306(k), the authorized structures shall be relocated or dismantled when
they become imminently threatened by changes in shoreline configuration. The structures shall be
relocated or dismantled within two years of the time when they become imminently threatened,and in
any case upon their collapse or subsidence. However, if natural shoreline recovery or beach re-
nourishment takes place within two years of the time the structures become imminently threatened, so
that the structures are no longer imminently threatened, then they need not be relocated or dismantled at
that time. This condition shall not affect the permit holder's(ij ht to seek authorization of temporary
protective measures allowed under Rule T15A:07H.0308 a 2 .
3) In accordance with G.S. 113A-115.1(b)(i) and 15A NCAC 07H .0308(a)(1)(H),this major modification
authorizes scour protection stones and sheet pile retaining walls that are expressly depicted on the
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attached workplan drawings. These scour protection stones and sheet pile retaining walls shall be
removed in their entirety once they are no longer necessary.
4) The placement of scour protection stone around the bridge abutments,and the placement of rock rip rap
x at the base of the concrete sheet pile walls,shall be limited to the areas indicated on the attached
workplan drawings. The scour protection stone and rock riprap shall be free from loose dirt or any
pollutant except in trace quantities.
5) In accordance with the permittee's e-mail dated 6/29/15, the permittee may retain the existing steel
sheeting at both existing temporary bridge abutments as well as the existing rock/slope-stabilization
sandbags at the south abutment for protective engineering purposes. The existing steel sheeting, rock,
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and slope-stabilization sandbags shall be removed if and when the new temporary bridge authorized by
t this Major Modification is removed in the future. However, if the permittee or DCM determine that the
existing steel sheeting, rock, and/or slope stabilization. sandbags have become an obstruction before the
new temporary bridge authorized by this Major Modification is removed,then the permittee shall
coordinate with DCM to examine removal options under a quicker timeframe.
6) With the exception of the structures specifically stated in Conditions No. 4 and 5 of this Major
Modification, upon completion of the work authorized by this Major Modification, all temporary
structures and all remnant existing structures shall be removed in their entirety and disposed of at an
approved high ground location as soon as practicable.
7) In accordance with commitments made by the permittee, the development that was previously but no
longer authorized for B-2500 Phase IIA by DCM in modifications of CAMA Permit No 106-12 on
4/26/13, 10/17/13, and 4/22/14, will be removed and restored to natural elevations prior to the
completion of TIP No. B-2500AB.
8) All backfill material shall be obtained from a high ground source. No unconfined backfill shall be
discharged into waters of the State.

N.C. Department of Transportation
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Permit No. 106-12 .
Page 3 of 8
ADDITIONAL CONDITIONS
9) All construction and demolition access shall be
bridges, temporary detour roadway, the partial] throughcon r the use of any authorized temporary work
areas. Y ucted new bridge, and/or existing high ground
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10) If the Pea Island Breach Site is closed and surface water is no
the same footprint as the area that is approved on the attachedtworkplantdrawin drawimber mats ings
to porarybe used wirkin
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bridges. •
gs for temporary work
]1) All equipment and associated materials, including any timber
Site shall be removed within 12 hours of receiving a weather forecast located suggests the Pea Island Breach •
Breach Site may become inundated with water from the ocean or sound.
the Pea Island
und.
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12) The authorized timber mats shall not result in any additional permanent or temporary impacts to •
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wetlands or waters of the State, without permit modification.
13) Storage of equipment and materials within the Pea Island Breach Site shall
items that will be used readily and only for the current tasks at hand. be limited to only those
14) Construction staging areas shall be located only in upland areas,and no
• State. tin wetlands or waters of the
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15) No vegetated wetlands or waters of the State shall be excavated,without additional
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ditional authorization.
16) No fill material shall be placed at any time in any vegetated wetlands or surrounding
waters outside of
the alignment of the areas indicated on the attached workplan drawings, without permitmodification.
I 7) All temporary fill in wetlands shall be placed on geo-textile fabric to facilitate the total removal upon
completion of the project.
18) All fill material shall be clean and free of any pollutants except in trace quantities.
19) Live concrete shall not be allowed to contact waters of the State or water that will enter er waters of the
1 )0) The temporary placement and/or double handlingof anyfill
State is not authorized, with the exception of that fillnecessary material within wetlands or waters of the
suction of any te
work bridges and associated materials. This condition alsoapplies to the,remo al of the e istingrary
temporary and remnant development and associated materials.
21) Ail reasonable efforts shall be made to contain all debris and excess materials associated with the
removal of the existing and construction of the new bridge, temporary work bridges, and other existing
structures, with the intent that materialsidebris do not enter wetlands and waters of the State, even
temporarily.
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.1-... ..... .............. .......... . Permit No. 106-12
N.C.Department of Transportation Page 4 of 8
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• ADDITIONAL CONDITIONS
Installation and Removal of Bridge Piles and Steel Sheet Piling
22) The installation and removal of the piles for the new bridge, existing bridge,a and d anyy e meoraryS work
ould the
bridges, shall be accomplished by jetting, pile driving and/or the use
permittee and/or its contractor desire to utilize another type of pile installation, such as drilled shaft
construction, additional authorization from DCM shall be required.
NOTE: The jetting operation will require the use of pumping and water intake stations at three
designated locations: (1) Wetland Site 10,between Station 3170 and Station 3173,in the
permanent easement at the Pea Island Breach Site; (2)Wetland Site 17 at a location not yet
specified; and (3)Wetland Site 16, Station 3136, at the Refuge boat ramp temporary easement.
23) The permittee shall coordinate with the United States Fish and Wildlife Service (USFWS) staff to
determine the specific location of the Site 17 jetting water intake pump and associated piping. DCM
shall be notified in writing upon selection of the final location of the Site 17 jetting water intake site.
24) The permittee shall exercise all available precautions to ensure that the authorized jetting water intake
structures and associated equipment do not pose a hazard to navigation.
25) The jetting water intake piping shall be attached to temporary wooden stakes with guy lines to limit pipe
swing in order to ensure the authorized piping does not pose a hazard to navigation. The piping shall
also be marked with floating buoys at every 100' to clearly identify it in the water.
26) Jetting intake screens shall be installed to minimize impacts to fish species. The intake screens shall e
inspected and serviced daily during periods when jetting operations are taking place.
27) The jetting water intake pumps shall not be operated if adjacent water levels fall 2.0 feet below the
normal water level elevation.
28) The permittee shall continue to coordinate with appropriate resource agencies to identify and implement
additional practicable methods to minimize impacts to fish species from the water intakes during jetting.
29) In accordance with commitments made by the permittee, all jetting that occurs within the Pea Island
Breach Site will occur at ebb tide.
30) In accordance with commitments made by the permittee, all jetting spoils shall be disposed of within the
100-foot transportation easement within the Pea Island National Wildlife Refuge(PINWR)unless the
PINWR accepts the material for Refuge use. Jetting spoils may also be disposed of at an approved
upland disposal site.
31) All reasonable efforts shall be made to contain jetting spoils and keep them from entering wetlands or
areas containing submerged aquatic vegetation.
32) Pilings from the existing temporary bridge and any temporary work bridges shall be removed in their
entirety, except that in the event that a bridge piling breaks during removal and cannot be removed in its
entirety, DCM shall be notified to determine an appropriate course of action.

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N.C. Department of Transportation ~�
Permit No. 106-12
Page 5 of 8
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ADDITIONAL CONDITIONS
33) According to the permittee, three existing test piles were previously installed during eotechnical
investigations, and were designed to remain as permanent features of TIP No. B-2500 Phase IIA. Due to
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the depth and size of these three existing test piles, as well as safety concerns to the traveling public and
practicability, the permittee has stated that these three existing test piles cannot be removed in their
entirety at this time. Therefore, in accordance with commitments made by the permittee, the permittee
shall cut the piles 1-foot below ground or deeper if groundwater allows. At some point in the future, if
the permittee or DCM determines that the remaining portions of the piles have become an obstruction,
the permittee shall coordinate with DCM to examine removal options of the exposed portions.
34) The permittee shall provide DCM with detailed information depicting the location of the three existing •
test piles.
Impacts to Wetlands and Waters of the State
NOTE: TIP No. B-2500AB will impact approximately 717 square feet of Coastal Wetlands Area of
Environmental Concern (AEC)due to temporary fill and approximately 218 square feet of
Coastal Wetland AEC due to hand clearing. In addition,if the Pea Island Breach Site is open
and surface water is present, TIP No. B-2500AB will impact approximately 15,333 square feet of
surface waters due to temporary fill.
NOTE: Due to the significant reduction in Coastal Wetland AEC impacts, compensatory mitigation is no
longer required for the impacts associated with this Major Modification.
NOTE: Impacts previously but no longer authorized for TIP No. B-2500 Phase IIA by previous
;i modifications that were not constructed are as follows: <0.01 acres of permanent fill in Coastal
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Wetlands; <0.01 acres of hand clearing in Coastal Wetlands; 0.15 acres of temporary impacts to I
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surface waters; and 0.026 acres of permanent impacts to surface waters.
NOTE: Impacts previouslybut longer no authorized that had already been incurred by TIP No. B-2500
Phase IIA at the time a stop work order was issued by the permittee on September 15, 2014 for
the TIP No. B-2500AB project are as follows: 1.12 acres of temporary fill in wetlands (0.54
acres of Coastal Wetland and 0.58 acres of 404 wetlands); 0.40 acres of hand clearing in wetlands (0.13 acres in Coastal Wetlands and 0.27 acres in 404 wetlands);
0 013 acres of• permanent surface water impacts; and 0.093 acres of temporary surface water impacts. These
• impacts are indicated in red font on the "As Impacted"wetland and surface water impacts
drawings (55) dated 6/2/15.
35) There shall be no clearing of wetlands outside of the areas indicated on the attached workplan drawings
without prior approval from DCM. g
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36) Wetland areas to be temporarily impacted by clearing shall not be grubbed, without additional
authorization from the Division.

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N.C.Department of Transportation Permit No. 106-12Page 6 of 8
• ADDITIONAL CONDITIONS
37) Due to the possibility that compaction due to temporary roadway fill,jetting intake pumps and pipes,
hand clearing, and/or other site alterations might prevent the temporary Coastal Wetland impact areas
from re-attaining pre-project functions, the permittee shall provide an annual update on the Coastal
Wetland areas temporarily impacted by the TIP No. B-2500 Phase IIA and TIP No. B-2500AB ,
projects. This annual update shall consist of photographs and a brief written report on the progress of
these temporarily impacted areas in re-attaining their pre-project functions. Within three years after
completion of TIP No. B-2500AB,the permittee shall hold an agency field meeting with DCM to
determine if the Coastal Wetland areas temporarily impacted by this project have re-attained pre-project
functions. If at the end of three years DCM determines that the Coastal Wetland areas temporarily
impacted by the project have not re-attained pre-project functions, DCM will determine whether
compensatory mitigation shall be required.
Historical and Cultural Resource Protection
NOTE: A Programmatic Agreement dated 11/15/10 exists between the Federal Highway Administration,
the Advisory Council on Historic Preservation, the N.C. Department of Transportation
(NCDOT), and the N.C. State Historic Preservation Office(SHPO) for the project and is
included as Appendix D in the Record of Decision dated 12/20/10.
Threatened and Endangered Species Protection
38) The permittee shall include the N.C. Wildlife Resources Commission (WRC)when it works with other
appropriate resource agencies to determine other areas near project construction where night lighting
would need to be avoided or limited,as committed to by the permittee in Project Commitment#11 of
the Environmental Assessment dated 2/12/13.
39) In accordance with commitments made by the permittee, the discretionary measures for the piping
plover and three species of sea turtles that include the terms and conditions outlined in the 7/10/08
USFWS Biological and Conference Opinions shall be implemented.
General
NOTE: In accordance with commitments made by the permittee,as a result of this Major Modification,
the authorized project will not result in the loss of motor vehicle access to the existing public
boat ramp and public parking lot approximately 3,100 feet south of the Pea Island Breach Site.
This facility will continue to be used as a staging area for the project, as well as a jetting intake
location,however it will be fully restored upon the completion of the work authorized by this
Major Modification.
40) The permittee shall provide the public with adequate notice that access to the existing public boat ramp
and public parking lot approximately include an es feet south of timate mate of the amoue nt Island
time hatch Site access tolll theepublicdbo during
construction. The notice shall
ramp will be closed.
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N.C. Department of Transportation
Permit No. 106-12
Page 7 of 8
ADDITIONAL CONDITIONS
41) The construction of any new public access facility shall require additional authorization from DCM,
including the one referenced in the permit application as required by Condition Number 12 of the
PINWR Permit No 2013-003.
42) The new temporary bridge shall maintain the present height of the existing temporary bridge,
approximately 15 feet above the mean high water elevation.
43) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities.
44) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work following completion of construction and demolition
activities.
45) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and
NCDOT's Memorandum of Agreement with the N.C. Division of Energy, Mineral, and Land Resources.
46) If it is determined that additional permanent and/or temporary impacts are necessary that are not shown
on the attached workplan drawings or described in the authorized permit application, a permit
modification and/or additional authorization from DCM shall be required. In addition, any changes in
the approved plan may also require a permit modification and/or additional authorization from DCM.
The permittee shall contact a representative of DCM prior to commencement of any such activity for
this determination and any permit modification.
47) The permittee shall exercise all available precautions in the day-to-day operations of the facility to
• prevent waste from entering the adjacent waters and wetlands.
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48) Development authorized by this Major Modification shall only be conducted on lands owned by the
• NCDOT and/or its right-of-ways and/or easements.
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49) The permittee and/or his contractor shall contact the DCM Transportation Project Field Representative
in Elizabeth City at [phone] to request a pre-construction conference prior to proj ct initiation.
50) Nothing in this Major Modification authorizes any activity that has not received approval from the
National Park Service (NPS) and/or the USFWS for work within the Cape Hatteras National Seashore
and/or PINWR. The proposed work shall not commence until the permittee has been issued Special Use •
e.
Permit(s) from the NPS and/or the USFWS, if required, and a copy of the Special Use Permit(s)are
received by DCM.
NOTE: The Division of Water Resources (DWR) notified the permittee on 6/22/15 that impacts of the
proposed project (DWQ Project No. 20130144 v.5) are below the thresholds which generally
require written concurrence from DWR. Therefore,provided the conditions in General Water
Quality Certification No. 3893 can be met, no further correspondence from DWR shall be
necessary at this time.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
Number 33 (COE Action ID No. SAW-2013-01039), which was issued on 7/2/15.
,.. s :,: •ham: •+r

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N.C. Department of Transportation Permit No. 106-12
Page 8 of 8
ADDITIONAL CONDITIONS
NOTE: This Major Modification does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
51) This Major Modification shall be attached to the original of Permit No. 106-12, which was issued on
9/19/12, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
52) All conditions and stipulations of the active permit remain in force under this Major Modification unless
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specifically altered herein.
NOTE: An application processing fee of$475 was received by DCM for this project.

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1 � .. et STATFo
Jut, 1.9 2015
AL MANAGEMET
N
OIV. OF COAc p LEIGH `
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
' PAT L. MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
June 19, 2015
U.S. Army Corps of Engineers N.C. Division of Coastal Management
Regulatory Field Office 1367 US 17 South
2407 West 5th Street Elizabeth City, NC 27909
Washington, NC 27889
ATTN: Ms. Tracey Wheeler ATTN: Mr. Greg Daisey
NCDOT Coordinator NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permit 33, and Section 401 Water Quality
Certification, and CAMA Major Development Permit for the Replacement of the
Temporary Bridge over New Inlet on NC 12 in Dare County,
TIP No. B-2500 AB, Debit $475 from WBS Element 32635.1.3.
References: CAMA Permit No. 106-12 modified April 22, 2014.
404 Permit Action ID:SAW-2013-01039 issued December 9, 2014.
CAMA Permit No. 104-11 modified January 16, 2015.
404 Regional General Permit Modification 1980000291 (Action ID: SAW-2013-01039),
received via electronic mail January 2015.
401 Certification #20130144v.4 issued April 10, 2014
Dear Madam and Sir:
The North Carolina Department of Transportation requests issuance and modification to the above
Referenced permits (with the exception of CAMA Permit No. 104-11 and 404 Regional General
1980000291) to redesign the structure replacing the existing temporary bridge over New Inlet.
Pursuant to the Settlement Agreement between Defenders of Wildlife and National Wildlife Refuge
Association, the North Carolina Department of Transportation, North Carolina Department of
Environment and Natural Resources Division of Coastal Management, Federal Highway Administration
and Cape Hatteras Electric Membership Corporation, the project scope has changed.
The attached revisions will reduce the project area, and will therefore have reduced impacts compared
to the previously permitted project.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX. [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

i lr
Please find attached revised: PCN, MP forms, stormwater management plan, permit drawings, and
roadway drawings.
This application provides proposed impacts needed to construct B-2500 AB. Previously permitted work
which has not already taken place outside of the limits shown in the included drawings, will no longer
occur, with the exception of the water access points necessary for pile jetting. Specifically, this
includes the water access points at Sites 16, 17. Site 10 water access point will still be used, and is
within the revised project area.
Three test piles were installed as described in previous authorizations. Due to the depth and size of
these piles, safety concerns to traveling public, and practicability, these piles cannot be removed in
their entirety at this time. As such, the Department proposes to cut the piles 1-foot below ground or
deeper if groundwater allows. At some point in the future, should either NCDOT or NCDCM determine
that the remaining portions of the piles have become an obstruction, the Department will coordinate
with the permitting agencies to examine removal options of the exposed portions adjacent to NC 12.
The piles of the existing temporary structure should be able to be removed in their entirety. However,
jetting may be required to assist in their removal.
Construction of the replacement structure will remain as described in previous modifications. Top-
down construction may be utilized however, temporary work bridges may be used if water is present
in New Inlet and if water is not present, timber matting may be used. Timber matting/ temporary
work bridges may also be utilized for demolition of the existing structure. Timber matting/ temporary
work bridges are displayed on Permit Drawing Sheet 6.
To protect the proposed bridge abutments from scour, 300-400 pound stones will be placed around
the bridge abutments as displayed in Permit Drawing Sheet 2-4 as well as roadway plans sheets.
Compensatory Mitigation
Permanent wetland or stream impacts are not proposed for this project. Permanent impacts
previously permitted for B-2500 A will not be necessary. Impacts that have already occurred as a result
of B-2500 A, such as the onsite detour, will be restored to natural elevations prior to the completion of
B-2500 AB.
As a result, compensatory mitigation is no longer proposed for this project and the Department will
credit wetland mitigation previously debited from the Bodie Island Lighthouse Pond.
Proposed Let Date
The tentative let date for this project is currently scheduled for September 15, 2015, with a July 28,
2015 review date. Therefore, we request issuance of the above requested modifications by the review
date.
Regulatory Approvals
Section 404 Permit: Issuance of a Nationwide Permit 33 is hereby made for the above-described
activities.
Section 401 Certification: NCDOT hereby requests NCDWR's review for the above mentioned activities.
2

CAMA: Modification of the existing CAMA permit is hereby made for the above-mentioned activities.
Authorization to debit$475 from WBS 32635.1.3 is hereby given for the permit application fee.
A copy of this request and its distribution list will be posted on the NCDOT Website at:
https:J/connect.ncdot.gov/resources/Environmental. If you have any questions or need additional
information, contact Michael Turchy at [e-mail] or 919 707-6157.
Sincerely,
Rodger Rochelle, P.E.Administrator
Technical Services Division
The"cc" List: NCDOT Permit Application Standard Distribution List
: ECEVED
JUN1 92015 •
y,/ OF COASTALLEIGH MANAGEMENT
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J
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
June 19, 2015
U.S. Fish and Wildlife Service
Pea Island National Wildlife Refuge
PO Box 1969
Manteo, NC 27954
ATTN: Mr. Mike Bryant
Refuge Manager
SUBJECT: Request for Modification of Permits for Construction and Demolition Activities for the
Replacement of the Temporary Bridge over New Inlet on NC 12 in Dare County, TIP No.
B-2500 AB.
REFERENCE: PINWR SUP September 16, 2013
Settlement Agreement June 2015
Dear Mr. Bryant:
The North Carolina Department of Transportation requests modifications to the above referenced
permit to redesign the structure replacing the existing temporary bridge over New Inlet. Pursuant to
the Settlement Agreement between Defenders of Wildlife and National Wildlife Refuge Association,
the North Carolina Department of Transportation, North Carolina Department of Environment and
Natural Resources Division of Coastal Management, Federal Highway Administration and Cape
Hatteras Electric Membership Corporation, the project scope has changed. The attached revisions will
reduce the project area, and will therefore have reduced impacts compared to the previously
permitted project.
This reduced project area on will result in fewer impacts compared to the previously permitted
replacement structure. However, additional temporary construction easements within the Pea Island
National Wildlife Refuge (PINWR) will be needed for construction. Due to the tight alignment,
constructability issues, and morphology, "slivers" of PINWR property may be temporarily impacted.
The additional temporary construction easement needed on the Pea Island National Wildlife Refuge is
0.135 acres (or 5,859 square feet).
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

This letter serves as a request for a modification of the Special Use Permit held by the Department, for
the construction of the project and any associated temporary impacts, including temporary
construction easements. Project drawings are included for your review and reference.
Minimization
The following measures and commitments, as found in the previous application, remain applicable:
NCDOT has continued to minimize impacts to PINWR and lessen the easement requirements for the
project. The primary goal was to align the bridge as close to the existing NC 12 as feasible while
generally adhering to NCDOT and FHWA design standards.
Protected Species Measures
A number of conservation measures for protected species are being implemented for this project. As
the mission of your agency and PINWR includes wildlife conservation, we hereby reference these
measures, which are further documented in the USFWS Biological and Conference Opinions. In
addition:
• An educational night lighting meeting on-site will be scheduled with USFWS and all contractors
in order to minimize disturbance to sea turtles and other protected species. Night lighting will
meet the requirements specified in the attached USFWS Biological and Conference Opinions,
unless otherwise specified by USFWS.
• No permanent light fixtures will be mounted on the proposed bridge.
• To the maximum extent practical, while ensuring safe travel, NCDOT will limit or avoid the use
of road signs or other potential predator perches adjacent to plover nesting and foraging areas.
Large cantilever signs will be avoided in favor of smaller and shorter signs.
Construction Staging Measures
• All areas of Temporary Construction Easement will be returned to the conditions present
before construction started or better, and where applicable, areas to be returned to PINWR will
be restored to natural habitat conditions to the satisfaction of the Refuge Manager.
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands.
• Lighting required at the staging area will be coordinated along with other construction lighting
to ensure no adverse effects to sea turtles and other aquatic species.
• Fueling stations will be contained to avoid inadvertent spills reaching surface waters. Any spills
will be controlled and reported as applicable.
Proposed Let Date
The tentative let date for this project is currently scheduled for.September.15, 2015, with a July 28,
2015 review date. Therefore, we request issuance of the above requested modifications b the review
date. , E D
Regulatory Approvals
JUN 1.9 2015
IV. OF COASTAL MANAGEMENT
RALEIGH
2

•
Regulatory Approvals
The NCDOT anticipates that these activities will also be authorized under the following permits:
• USACE General 404 Permit
• NC Division of Water Quality 401 Water Quality Certification
• NC Division of Coastal Management CAMA Major Development Permit (Modification)
If you have any questions or would like additional information, please contact Michael Turchy at
[e-mail] or [phone]. A copy of this modification request will also be posted at
http://www.doh.dot.state.nc.us/preconstruct/pe/.
Sincerely,
Rodger Rochelle, P.E. Administrator
Technical Services Division
cc:
Ms. Tracey Wheeler, Washington Field Office, USACE
Ms. Cynthia Dohner, Southeast Regional Director, USFWS
3

DCh9 MP-1 •
APPLICATION for ;
1UN 19 2015
Major Development Permit OF CppSTAL MANAGEMENT
411
(last revised 12/27/06) r ALEIGH %
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
North Carolina Department Of Transportation B-2500 AB
Applicant 1: First Name MI Last Name
Richard W Hancock
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
1020 Birch Ridge Drive Raleigh NC
ZIP Country Phone No. FAX No.
27610 US 919-707-6157 ext. -
Street Address(if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
N/A
Agent/Contractor 1: First Name MI Last Name
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
<Form continues on back>
252-808-2808 1-888-4RCOAST www.nccoastairnanagement.net

RECE1J O
Form DCM MP-1 (Page 2 of 4) — APPLICATION for
SUN 1 9 2015 Major Development Permit
3. Project Location - -- — 1 `
COASTAL MANIAc�+^ Nr
Street Address
County(can be multiple) — - -- State Rd.#
Dare Existing NC112 from just south of southern most freshwater NC-12
pond to north of>Rodafither 444A-A'N&Nighway12
Subdivision Name City State Zip
N/A Rodanthe NC n/a-
Phone No. Lot No.(s) (if many,attach additional page with list)
N/A- - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Pamlico Sound
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
Dyes No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.tt.)
300 ft Sao 35,'98 sq. 4. 6to
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 3' ®NHW or❑NWL
e. Vegetation on tract
Brackish marsh,smooth cordgrass,maritime shrub thicket,salt/shrub grassland,maritime grassland,black needlerush,
reed stands,beach,dunes and disturbed wetland and upland vegetation.
f. Man-made features and uses now on tract
Existing NC-12,utility lines,recreation.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Recreational(federal Seashore and Refuge lands),open space,open water and water foul impoundments.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Unzoned (Attach zoning compliance certificate,if applicable)
Dyes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ['Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ®Yes ❑No DNA
If yes,by whom? NCDOT
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No DNA
National Register listed or eligible property?
<Form continues on next page>
252-808.2808 „ 1-888-4RCOAST www.nccoastalmanagoment.net

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ZYes ❑No
(ii)Are there coastal wetlands on the site? ZYes ❑No
(iii)If yes to either(i)or(ii)above, has a delineation been conducted? ZYes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
N/A
•
o. Describe existing drinking water supply source. JUN I n 2015
N/A 1J1� J
p. Describe existing storm water management or treatment systems. DIV_ OF COASTAL MANAGEMENT
Grass swales and Rip rap pads at the pipe ends RALEIGH
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ['Commercial ®Public/Government
['Private/Community
b. Give a brief description of purpose, use,and daily operations of the project when complete.
NCDOT Roadway and temporary bridge.
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Work bridge over open water. Crane, backhoe, etc,for construction and demolotion.
d. List all development activities you propose.
Roadway re-alignment and new temporary bridge.
e. Are the proposed activities maintenance of an existing project, new work,or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 12.3 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes ❑No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The roadway typical is shoulder section,therefore runoff from the road will quickly infiltrate into the sandy shoulders.
Stormwater runoff along the concrete sheet pile walls will go over the top of the walls and fall onto rip-rap placed along the
walls where it will infiltrate into sandy soils. Bridge deck will drain using horizontal deck drains. Bridge is 9'to 12'above the
ground elevation.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes DNo DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes ®No DNA
j. Is there any mitigation proposed? Dyes No DNA
If yes,attach a mitigation proposal.
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form,(MP-1)the following items below,if applicable, must be submitted in order for the application
package to be complete. Items(a)—(f)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps, plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Pea Island National Wildlife Refuge,Attn:Mr.Dennis Stewart Phone No.
Address PO Box 1969,Manteo, NC 27954-1969
Name I V E D Phone No.
Address R
Name JUN 1.9 2015 Phone No.
Address
DIV. OF COASTAL MANAGEMENT
g. A list of previous state or federal permits issued for work on the progitAtrRtGhiclude permit numbers,permittee,and issuing dates.
See References in attached permit application cover letter. .
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Ce-t 9 -i 5 Print Name 'c�niAb..0,<Z•• %--I‘e_
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
DDCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagenent.net

RECEIVED
Form DCM MP-5 JUN 1 9 2015
BRIDGES and CULVERTS _
COASTAL HANAGEMMENT
ELIZABETH CI Y
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to co}nple e . - - • : of-tft2 Jotrit —"
Application that relate to this proposed project. Please include all supplemental information. „4. .-...,.aa. « �R u� !� *�• F..�
1. BRIDGES ['This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®Public/Government ❑Private/Community Pea Island, New Inlet
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL:
Reinforced Concrete Approx.8'(NWL)at breach
e. (I)Will proposed bridge replace an existing bridge? ®Yes ❑No f. (i)Will proposed bridge replace an existing culvert? Oyes No
If yes, If yes,
(ii)Length of existing bridge: 650' (ii)Length of existing culvert:
(iii)Width of existing bridge: 24' (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 15' (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) All parts of the existing bridge will be (v)Will all,or a part of,the existing culvert be removed?
removed. (Explain)
g• Length of proposed bridge: 2,350' h. Width of proposed bridge: 36'out to out
i. Will the proposed bridge affect existing water flow? Oyes No I. Will the proposed bridge affect navigation by reducing or
If yes,explain: increasing the existing navigable opening? ®Yes ❑No
If yes,explain: New breach between Pamlico Sound and
Atlantic Ocean. Vertical clearance will be jaaeeet.
/{FPPaxtMA(1Etl T4, S/ E
k. Navigation clearance underneath proposed bridge: A ►etd-#9" I. Have you contacted the U.S.Coast Guard concerning their
4414 AOt?-0X1M' � (S 1 wal:� approval? ®Yes ❑No
(NAVY 6Z IS -45 Klgt.J )rvt,F,j If yes,explain: Advanced approval has been received.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: Approx.9'to 12'
waters? ®Yes ❑No
If yes,explain: Coastal wetlands
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: • b. Water body in which the culvert Is to be placed:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemont.net revised: 10126/06

RECEIVED
Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back> JUN 1 9 2015
c. Type of culvert(construction material): f;
• - CQ?STAS MANAGEMENT
ELIZI ET'l
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
❑Yes ❑No ar.a cr:eA,. ,:✓.5Yi1'.,flpy.... ..,....:
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s):
(iii)Width of existing bridge: (iii)Width of existing culvert(s):
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NI-NV or
(v)Will all,or a part of,the existing bridge be removed? NVVL:
(Explain) (v)Will all,or a part of,the existing culvert be removed?
(Explain)
f• Length of proposed culvert: g• Width of proposed culvert:
h. Height of the top of the proposed culvert above the NIiW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water floes!?
increasing the existing navigable opening? ❑Yes ❑No ❑Yes ❑No
If yes,explain: If yes,explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i)Will the placement of the proposed bridge or culvert r uire aryl b. (i)Will the placement of the proposed bridge or culvert require any
excavation below the NNW or NWL? 1 `/es ®h!o excavation within coastal wetlands/marsh(CW).submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated:1804 (.t.Q feet affected.
(iii)Avg.width of area to be excavated:-296 ❑CW ❑SAV ❑SB
(iv)Avg.depth of area to be excavated:- -- OWL ®None
(v)Amount of material to be excavated in cubic yards: 8464y
(ii)Describe the purpose of the excavation In these areas:
c. (I)Will the placement of the proposed bridge or culvert�r�9qQuire an
high-ground excavation? EYes o
If yes.
(ii)Avg.length of area to be excavated:388
(iii)Avg.width of area to be excavated: 1
(iv)Avg.depth of area to be excavated: r
(v)Amount of material to be excavated in cubic yards: 8110 CI
252-80B-2808 :: 1-888-4RCOAST :: www.nccoastalrnanagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
,r
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Jetting spoils will be confined to the 100'Transportation Easement within the Pea Island
National Wildlife Refuge, unless the Refuge accepts the material for Refuge use.
(ii)Dimensions of the spoil disposal area: TBD by contractor.possibly in conjunction with the Refuge.
(iii)Do you claim title to the disposal area? Dyes No (If no, attach a letter granting permission from the owner.)
(iv)Will the disposal area be available for future maintenance? ❑Yes No
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
❑CW ❑SAV OWL OSB ®None
If any boxes are checked,give dimensions if different from(ii)above.
(vi)Does the disposal area include any area below the NHW or NWL? ? Oyes No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to fill(other than excavated material described in Item d above)to
be placed below NHW or NWL? Oyes ®No be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg. length of area to be filled: feet affected.
(iii)Avg.width of area to be filled: ®CW 369 ❑SAV ❑SB
(iv)Purpose of fill: OWL ['None
(ii)Describe the purpose of the excavation in these areas:
Temporary impacts at interior bridge bents due pile
installation.
g. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to
be placed on high-ground? ®Yes ONo
If yes, W V E D
(ii)Avg.length of area to be filled: 800' �/
(iii)Avg.width of area to be filled:41.5'
(iv)Purpose of fill: Roadway approaches to bridge JUN 19 2015
IV. OF COASTAL MANAGEMENT
RALEIGH
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? Oyes ®No
If yes,explain: If yes,explain:
If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
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,Form DCM MP-5 (Bridges and Culverts. Page 4
r C. ;/ill the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
Oyes ®No controlled?
If yes,complete Form DCM-MP-2. Standard erosion control measures such as silt fence and
rock filter dams.
e. What type of construction equipment will be used(for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe,or hydraulic dredge)?
Dyes ®No
Work bridge over open water;Crane and backhoe for piers; If yes,explain steps that will be taken to avoid or minimize
timber matting; pile hammer;jetting equipment environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilisation? Dyes No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
- t9 t�
Date
B-2500 AB
Project Name
fl..?o.i�✓ / t\.a�e.��t
Applicant Name
Applicant Signature
RECEIVED
JUN %-9 2015
DIV. OF COASTAL MANAGEMENT
RALE252-808-280 :: 1-888-4RCOAST :: www.ncen stalrnanx revised: 10/26/06

t �
OCEAN HAZARD AEC NOTICE
Project is in an: X_-_ocean Erodible Area High Hazard Flood Area Ir.'et Hazard Area
Property Owner: NC nepartment of Transportation
Property Address:- Temporary Bridge nver New Inlet on Nrt 19,Dare County
Date Lot Was Platted: N/A
This notice is intended to make you,the applicant,aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area. which is subject to natural hazards such as storms.erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance, and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement.
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
• the development. Permits issued in the Ocean Hazard Area of storm within the 60-clay period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must he work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is Gregory Daisey,Transportation Projects Field Rep.
located is 8.4 feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. 1367 US 17 South, Elizabeth City,NC 27909
Studies also indicate that the shoreline could move as much as Address
10.,^feet landward in a major storm.
NCDOT Division 1
The flood waters in a major storm are predicted to be about
iQ feet deep in this area. Locality
Preferred oceanfront protection measures are beach nourishment • 252-264-3901 EXT.249
and relocation of threatened structures. Hard erosion control
structures such as bulkheads,seawalls,revetments.groins,jetties Phone Number £µX .'.
and breakwaters are prohibited. Temporary sand bags may be ,
•
11'7 CLIV ED
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below.Without
the proper signature,the application will not be complete. ;
p Am222015
•
•
6- ?-/- 2.0/ 5 )tv• OF COASTAL MANAGEMENT
RALEIGH
•
Applicant Sia Date • �,
Signature r, a
1\l�iKP/ V�
Revised May 20i0

•
•
BEFORE YOU BUILD
Setting Back for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront, you take a calculated risk. The Reasons
Natural forces of water and wind collide with tons of force,even The beachfront is an ever-changing landform. The beach and
on calm days. the dunes are natural"shock absorbers,"taking the beating of the
wind and waves and protecting the inland areas. By
Man-made structures cannot be guaranteed to survive the force incorporating building setbacks into the regulations, you have a
of a hurricane. Long-term erosion (or barrier island migration) good chance of enjoying the full life of the structure. At first, it
may take from two to ten feet of the beach each year, and, seems very inviting to build your dream house as close to the
sooner or later,will threaten oceanfront structures. These are the beach as possible, but in five years you could find the dream has
facts of life for oceanfront property owners. become a nightmare as high tides and storm tides threaten your
investment.
The Coastal Resources Commission(CRC) has adopted rules for
building along the oceanfront. The rules are intended to avoid an The Exception
unreasonable risk to life and property, and to limit public and The Coastal Resources Commission recognized that these rules,
private losses from storm and long-term erosion. These rules initially passed in June 1979, might prove a hardship for some
lessen but do not eliminate the element of risk in oceanfront property owners. Therefore, they established an exception for
development. lots that cannot meet the setback requirement. The exception
allows buildings in front of the current setback, if the following
As you consider building along the oceanfront, the CRC wants conditions apply:
you to understand the rules and the risks. With this knowledge,
you can make a more informed decision about where and how to 1) the lot must have been platted as of June I, 1979, and
build in the coastal area. is not capable of being enlarged by combining with
adjoining land under the same ownership;
The Rules 2) development must be constructed as far back on the
When you build along the oceanfront,coastal management rules property as possible and in no case less than 60 feet
require that the structure be sited to fit safely into the beach landward of the vegetation line;
environment. 3) no development can take place on the frontal dune;
4) special construction standards on piling depth and
Structures along the oceanfront, less than 5,000 square feet in square footage must be met;and
size, must be behind the frontal dune, landward of the crest of 5) all other CAMA, state and local regulations must be
the primary dune, and set back from the first line of stable met.
natural vegetation a distance equal to 30 times the annual
erosion rate (a minimum of 60 feet). The setback calculation The exception is not available in the Inlet Hazard Area.
increases as the size of the structure increases [15A NCAC
7H.0306(a)(2)]. For example: A structure between 5,000 and To determine eligibility for the exception the Local Permit
10,000 square feet would require a setback from the first line of Officer will make these measurements and observations:
stable, natural vegetation to a distance equal to 60 times the
annual erosion rate (a minimum of 120 feet). The graduated required setback from vegetation line
setback continues to increase through structure sizes greater than
100,000 square feet. exception setback(maximum feasible)
rear property line setback
max.allowable square footage on lowest floor
PRE P£RMil STRUCTURE.INADEQUATE SETBACK
SERUI PRE•STORit REACH PROF lit
STRUCTURE,utt
ADt0UATt POST-STORM BLACH PROF ILE
SETBACK
,r ONE YEAR AFTER STORNI/BEACH REBUILDING
After the storm, the house on the dune will be gone. The other house has a much better chance of survival.

Brittingham, Cathy
From: Rivenbark,Chris
Sent: Wednesday,July 15, 2015 12:05 PM
To: Daisey, Greg;Wheeler, Tracey L SAW([e-mail]); Ward, Garcy
Cc: Brittingham, Cathy; Turchy, Michael A
Subject: Revision for B-2500AB Dare County
Attachments: B2500AB_Permit Package_Revised_Sheets_20150715.pdf
In order to increase the level of scour protection for the proposed temporary bridge as well as minimize unnecessary
off-site hauling of stone, the attached revised permit drawings and Roadway plans reflect a slightly higher elevation for
the 300-400 lb stones than we previously provided with our application. A portion of this stone will come from the
existing Mabey bridge as it is demolished.
Proposed impacts have not changed therefore we are only providing this information to update your files.
Please let us know if you have any questions.
Chris Rivenbark I Eastern Regional Manager I Environmental Coordination & Permitting Group
Natural Environment Section I PDEA I N.C. Department of Transportation
[phone] office I [phone] fax I [e-mail]
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

•
OF WATF9 Office Use Only:
Corps action ID no.
, i > _ _ DWQ project no.
o <
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s)of approval sought from the
Corps: ® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit(NWP) number: 33 and General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ®Yes ❑ No
1 d. Type(s)of approval sought from the DWQ(check all that apply):
®401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
Z Yes ❑ No ❑Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation El Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ®Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ®Yes ❑ No
2. Project Information
2a. Name of project: Replacement of the temporary bridge over New Inlet on NC 12 in Dare County.
2b. County: Dare
2c. Nearest municipality/town: Rodanthe
2d. Subdivision name: not applicable
2e. NCDOT only,T.I.P. or state B-2500 AB
project no:
3. Owner Information
3a. Name(s)on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party(for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state,zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone] •
3h. Email address: [e-mail]
F CEIVED
JUN 1.9 2015
,)IV. OF COASTAL MANAGEMENT
RALEIGH

4. Applicant Information (if different from owner)
4a. Applicant is: ❑Agent ❑Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state,zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state,zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.68427 Longitude: 75.48389
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 12.3 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to Pamlico Sound/Atlantic Ocean
proposed project:
2b. Water Quality Classification of nearest receiving water: SA
2c. River basin: Pasquotank
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Natural barrier island conditions. Area protected by USFWS Pea Island National Wildife Refuge.
3b. List the total estimated acreage of all existing wetlands on the property:
170 acres, as approved by the Corps on the 5/21/2012 JD,which includes wetlands outside of the easement.
3c. List the total estimated linear feet of all existing streams(intermittent and perennial) on the property:
100 feet(New Inlet)
3d. Explain the purpose of the proposed project:
To replace a temporary bridge built in 2011 to span an inlet opened in August 2011 by Hurricane Irene,with an
approximately 2,350 foot long bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a temporary bridge near the existing alignment with an approximately 2,350 foot bridge.
Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project(including all prior phases) in the past? ®Yes El No 0 Unknown
Comments:
4b. If the Corps made the jurisdictional determination,what type
of determination was made? ❑ Preliminary ® Final
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company: CZR Incorporated
Name (if known): Ms. Lorrie Laliberte Boswell Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attached documentation.
5/21/2012
5. Project History
5a. Have permits or certifications been requested or obtained for ®Yes 0 No 0 Unknown
this project(including all prior phases)in the past?
5b. If yes, explain in detail according to"help file" instructions.
Please see"Reference"line in the Permit Application Cover Letter
6. Future Project Plans
6a. Is this a phased project? ❑Yes 0 No See attached cover letter.
6b. If yes, explain.
' r EIVED
3 JUN 1.9 2015
);yV. OF COASTALRALEIGH MANAGEMENT

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project(check all that apply):
Z Wetlands 0 Streams-tributaries ❑ Buffers
® Open Waters 0 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P)or (if known) DWQ—non-404, other) (acres)
Temporary(T)
Site 9 ❑ P®T Fill Marsh ❑Yes ®Corps <0.01
® No ❑ DWQ
Site 18 ❑ P ®T Fill Marsh 0 Yes ® Corps <0.01
® No ❑ DWQ
Permanent:
2g.Total wetland impacts zero
Temporary:
<0.01
2h. Comments:
Hand Clearing Impacts:
Site 7: <0.01
Site 9: <0.01
Site 18: <0.01
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts)proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number- (PER)or jurisdiction stream (linear feet)
Permanent(P)or intermittent (Corps-404, 10 width
Temporary(T) (INT)? DWQ—non-404, (feet)
other)
Site 1 ❑ P ❑T ❑ PER 0 Corps
❑ INT ❑ DWQ
Site 2 ❑ P ❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
Site 3 ❑ P ❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
Site 4 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5 ❑ P ❑T 0 PER ❑ Corps
❑ INT ❑ DWQ
Site 6 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
4

it
4. Open Water Impacts
If there are proposed impacts to lakes, ponds,estuaries,tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S.then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact(acres)
Permanent(P) or (if applicable)
Temporary(T)
07 ❑ P®T Isolated Pond Fill Isolated Pond 0.04
08 ❑ P®T Isolated Pond Fill Isolated Pond 0.13
09 ❑ P®T Isolated Pond Fill Isolated Pond 0.01
010 ❑ P®T New Inlet Fill Inlet 0.14
011 ❑ P®T Isolated Pond Fill Isolated Pond 0.02
019 ❑ P® T Isolated Pond Fill Isolated Pond <0.01
4f.Total open water impacts 0.35 Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts(acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f.Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area(acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
. L7CEIVED
ld 4A1
JUN 1.9 2015
OIV. OF COASTAL MANAGEMENT
RALEIGH
5

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,then complete the chart below. If yes,then individually list all buffer
impacts below. If any impacts require mitigation,then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent(P)or Stream name mitigation (square feet) (square feet)
Temporary(T) required?
B1 OPOT ❑Yes
❑ No
B2 ❑ P ❑T Yes
❑ No
B3 ❑ P ❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
6

cENED
D. Impact Justification and Mitigation JUN 1,9 2015
1. Avoidance and Minimization OF COASTAL MANAGEMENT
1-tALEICjH
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been reduced from 2.1 miles,to approximately 1 mile.
All impacts are now temporary in nature.
Upon completion, the temporary bridge and approaches will be entirely within the 100'Transportation Easement within
the Pea Island National Wildlife Refuge (PINWR). All jetting spoils will also be disposed of within this 100'Transportation
Easement unless the Pea Island National Wildlife Refuge accepts the material for Refuge use.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary construction runoff will be controlled by using Silt Fence, Special Silt Fence, Temporary Slope Drains, Rock
Silt Checks, and Temporary Matting and Grassing as appropriate.
Temporary fill in wetlands will be required. Areas will be restored to preconstruction elevations.
Jetting spoils will not be disposed of in jurisdictional areas. Jetting spoils may be used by the PINWR at their discretion.
Preventative measures will be taken to minimize impacts to fish species during water intake for jetting operations.
A screen will be used on the intake of the jetting pumping operations to prevent the intake of larval species.
Jetting piping will be placed by hand to reduce impacts in wetland areas.
Jetting installation of the bents in New Inlet will occur at ebb tide.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑Yes ® No
impacts to Waters of the U.S. or Waters of the State? If no, explain
2b. If yes, mitigation is required by(check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased(attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. ❑Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑warm ❑cool ['cold
4d. Buffer mitigation requested (DWQ only): n/a square feet
4e. Riparian wetland mitigation requested: n/a acres
4f. Non-riparian wetland mitigation requested: n/a acres
4g. Coastal(tidal)wetland mitigation requested: acres
7

4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a.Will the project result in an impact within a protected riparian buffer that requires D Yes ® No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
8

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E. Stornnmmtmr Management and Diffuse Flow Plan (required byDWQ)
Of COASTALfMAffACEMENT
t Diffuse Flow Plan �' � R*LBGH
10 Does include - []Y*«� p' . '--�
within one of the NC Riparian Buffer Protection Rules?
1b. If yes,then iso diffuse flow plan included? |f not, explain why.
El Yes [] No
Comments:
2' Stmrmnwmter Management Plan
3a. What io the overall percent imperviousness of this project? N64
2b. Does this project require oShonnwoter Management Plan? ZYoo [] No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
El Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? LJDVVOShmnnwaterProgram
DVVO4O1Unit
3. Certified Local Government StmmnwmtorReview
3o. |n which local government's jurisdiction io this project? not applicable
El Phaae ||
El NSW
3b Which
�
apply (check all that opp|y}
El USK�P
� LJ Water Supply Watershed
LJOther:
3c. Has the approved Sbonnwater Management Plan with proof of approval been El Yes No
attached?
4. DVVQ Stomnvvotmr Program Review
Coastal counties
4a. Which of the following state-implemented stormwater management programs apply El H{}VV
(check all that opply): El ORVV
LJ Session Law 2000'24O
[] Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? El Yes [] Non/a
5. DVVC)4U1 Unit StnrmwaterReview
5n. Does the Gturmvvoter Management Plan meet the appropriate requirements? EDyoo [] No

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public(federal/state/local)funds or the ®Yes ❑ No
use of public(federal/state) land?
lb. If you answered"yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ®Yes ❑ No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ®Yes ❑ No
Comments: FHWA is currently reevaluating the Record of Decision(ROD).
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ® No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes ® No
2c. If you answered"yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in ❑Yes
additional development,which could impact nearby downstream water quality? ® No
3b. If you answered"yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered"no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement,this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge)of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ®Yes El No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ®Yes ❑No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
El Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Consultation with the USFWS
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? ®Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources(Corps Requirement)
7a. Will this project occur in or near an area that the state,federal or tribal
governments have designated as having historic or cultural preservation ®Yes ❑ No
status(e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? ®Yes ❑ No
8b. If yes,explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c.What source(s)did you use to make the floodplain determination?FEMA Maps
\\4— ; G- 19- 5
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agents signature is valid only if an authorization letter from the applicant
isprovided.j
EVED
JUN 19 2015
V. OF COASTAL MANAGEMENT
•
11

E,CE1VED
JUN 19 2015
MANAGEMENT
—t r way. North Carolina Department of Transportation
stornm oxen
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN - �
(Venion 2.02;Released April 2016) FOR NCDOT PROJECTS
WBS Element: 32635.1.3 TIP No.: B-2500AB County(ies): Dare Page 1 of 1
General Project Information
WBS Element: 32635.1.3 'TIP Number: B-2500AB I Project Type: New Location 'Date: 6/18/2015
NCDOT Contact: John W.Twisdale,Jr.,PE Contractor I Designer: Matthew York
Address: 1020 Birch Ridge Road Address: 1020 Birch Ridge Road
Raleigh,NC 27610 Raleigh,NC 27610
Phone:[phone] Phone:[phone]
Email:jtwisdalei ncdot.gov Email:mjyork(gncdot.gov
City/Town: _ Pea Island County(ies): Dare
River Basin(s): Pasquotank I CAMA County? I Yes
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 1.017 miles I Surrounding Land Use: 'Coastal Barrier Island
Proposed Project Existing Site
Project Built-Upon Area(ac.) 4.0 ac. 3.3 ac.
Typical Cross Section Description: Two lane highway with 12'travel lanes and 8'shoulders(4'paved and 4'W/GR). Two lane highway with 10'travel lanes and 2'paved shoulders.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 10900 Year:2032 Existing: 7300 Year 2012
General Project Narrative: The project is located within the Pasquotank Basin in Dare County which is also a CAMA county. The roadway typical is shoulder section,therefore runoff from the road will
(Description of Minimization of Water quickly infiltrate into the sandy shoulders. Stormwater runoff along the concrete sheet pile walls will go over the top of the walls and fall onto rip-rap placed along the walls
Quality Impacts) where it will infiltrate into sandy soils.
The existing temporary structure has a total length of 664'and the proposed temporary bridge will have a total length of 2350'. The proposed temporary bridge will have
horizontal deck drains down the entire length of the bridge roughly 7'to 11'above the ground elevation. Concentration of runoff has been minimized by placing deck drains on
4'-4"centers and no deck drains within 5'-5"from all proposed bridge bents. These distributed flows will quickly infiltrate into existing soils. Open graded friction course will be
used on the bridge deck which will reduce total suspended solids concentrations and decrease under carriage wash from vehicles. Finally the existing two lane facility will be
maintained;therefore,the result will be equal or better treatment than currently exists.
Note for spanning and discharging over water body:
The water body shown on the permit drawings is currently filled in with sand. The water body forms during major storm events causing a breach within the coastal barrier
island. The water body will later fill back in after the storm event,but the bridge will span the water body as long as it remains open. For more frequent rain events,water from
bridge will be discharged onto sand.
Waterbody Information
Surface Water Body(1): I Atlantic Ocean NCDWR Stream Index No.: N/A
NCDWR Surface Water Classification for Water Body Primary Classification: Class SA
Supplemental Classification: High Quality Waters(HQW)
Other Stream Classification:
Impairments:
Aquatic TILE Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided In Buffer? IN/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

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—MODIFICATION/MAJOR
Permit Number
STATE OF NORTH CAROLINA 106-12
Department of Environment and Natural Resources
•
•
and •
Coastal Resources Commission
•
1 it tr
•
for •
X Major Development in an Area of Environmental Concern
•
pursuant to NCGS 113A-118
•
X Excavation and/or filling pursuant to NCGS 113-229 •
Issued to N.C. De artment of Trans ortation 1598 Mail Service Center Ralei h NC 27699-1
598 development in Dare C •
,i;_,
County at Pea Island Breach Site (aka New Inlet) on
NC Hi hwa 12 as re uested in the ermittee's a lication dated 6/19/15 includin the attached AEC Hazard
•
Notice dated 6/22/15 and the attached work Ian drawin s 21 as described in Condition No. 1 below.
This permit, issued on July 28 2015 is subject to compliance with the application (where consistent
with the permit),all applicable regulations, special conditions and notes set forth below. Anyviolat'
PP
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. 1O°of these terms may
•
TIP No. B-2500AB
1) Unless specifically altered herein, all work authorized by this Major Modification shall be carried out
in accordance with the following attached workplan drawings:
•
•
•
• 6/15/15; 2 dated Wetland and surface water im acts drawings 10 :
and 1 dated 6/17/15. 2 dated 7/15/15; 2 dated 6/18/15; 3 dated
•
6/26/15;
•
• Roadway design drawin s 11) 2 dated 7/15/15; 9 dated 6/18/15.
•
NOTE: The specific development being permitted does not preclude the remainder of the B-2 •
being built in the Pamlico Sound provided that future development will be constructed i500n a wroay
•
•
•
that avoids and minimizes impacts to AECs. •
v'ay
•
(See attached sheets for Additional Conditions)This permit action may be appealed by the permittee or
other qualified persons within twenty(20) days of the issuing Signed nb ofthh authority ofes ther Secretary. of sin. and the date. •
•
g Chairman the Coastal Resources Commission.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. f�j�
Any maintenance work or project modification '' e' e.c-r a (/ (t
hereunder requires further Division approval, not covered
Braxt n C. Davis, Director
All work must cease when the permit expires on Division of Coastal Management
This permit and its conditions are hereby accepted.
No expiration date, pursuant to GS 136-44.7B
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature ofPermittee

Permit No. 106-12 •
N.C. Department of Transportation •
Page 2 of 8
•
ADDITIONAL CONDITIONS
NOTE: This Major Modification authorizes TIP No. B- •
2500AB,replacem n Inle of t) and ree lated 650 foot ;
two-lane temporary bridge over the Pea Island Breach Site(aka New )
approaches with a new 2,350 foot long two-lane temporary bridge and related approaches. This
Major Modification replaces the modifications to Permit No. 106-12 which were issued on
4/26/13, 10/17/13,and 4/22/14.
2) In accordance with T15A:07H.0306(k), the authorized structures shall be relocated or dismantled when
they become imminently threatened by changes in shoreline configuration. The structures shall be
relocated or dismantled within two years of the time when they become imminently threatened,and in
any case upon their collapse or subsidence. However, if natural shoreline recovery or beach re-
nourishment takes place within two years of the time the structures become imminently threatened, so
that the structures are no longer imminently threatened, then they need not be relocated or dismantled at
that time. This condition shall not affect the permit holder's(ij ht to seek authorization of temporary
protective measures allowed under Rule T15A:07H.0308 a 2 .
3) In accordance with G.S. 113A-115.1(b)(i) and 15A NCAC 07H .0308(a)(1)(H),this major modification
authorizes scour protection stones and sheet pile retaining walls that are expressly depicted on the
•
attached workplan drawings. These scour protection stones and sheet pile retaining walls shall be
removed in their entirety once they are no longer necessary.
4) The placement of scour protection stone around the bridge abutments,and the placement of rock rip rap
x at the base of the concrete sheet pile walls,shall be limited to the areas indicated on the attached
workplan drawings. The scour protection stone and rock riprap shall be free from loose dirt or any
pollutant except in trace quantities.
5) In accordance with the permittee's e-mail dated 6/29/15, the permittee may retain the existing steel
sheeting at both existing temporary bridge abutments as well as the existing rock/slope-stabilization
sandbags at the south abutment for protective engineering purposes. The existing steel sheeting, rock,
•
and slope-stabilization sandbags shall be removed if and when the new temporary bridge authorized by
t this Major Modification is removed in the future. However, if the permittee or DCM determine that the
existing steel sheeting, rock, and/or slope stabilization. sandbags have become an obstruction before the
new temporary bridge authorized by this Major Modification is removed,then the permittee shall
coordinate with DCM to examine removal options under a quicker timeframe.
6) With the exception of the structures specifically stated in Conditions No. 4 and 5 of this Major
Modification, upon completion of the work authorized by this Major Modification, all temporary
structures and all remnant existing structures shall be removed in their entirety and disposed of at an
approved high ground location as soon as practicable.
7) In accordance with commitments made by the permittee, the development that was previously but no
longer authorized for B-2500 Phase IIA by DCM in modifications of CAMA Permit No 106-12 on
4/26/13, 10/17/13, and 4/22/14, will be removed and restored to natural elevations prior to the
completion of TIP No. B-2500AB.
8) All backfill material shall be obtained from a high ground source. No unconfined backfill shall be
discharged into waters of the State.

N.C. Department of Transportation
•
•
Permit No. 106-12 .
Page 3 of 8
ADDITIONAL CONDITIONS
9) All construction and demolition access shall be
bridges, temporary detour roadway, the partial] throughcon r the use of any authorized temporary work
areas. Y ucted new bridge, and/or existing high ground
•
10) If the Pea Island Breach Site is closed and surface water is no
the same footprint as the area that is approved on the attachedtworkplantdrawin drawimber mats ings
to porarybe used wirkin
•
bridges. •
gs for temporary work
]1) All equipment and associated materials, including any timber
Site shall be removed within 12 hours of receiving a weather forecast located suggests the Pea Island Breach •
Breach Site may become inundated with water from the ocean or sound.
the Pea Island
und.
•
12) The authorized timber mats shall not result in any additional permanent or temporary impacts to •
•
wetlands or waters of the State, without permit modification.
13) Storage of equipment and materials within the Pea Island Breach Site shall
items that will be used readily and only for the current tasks at hand. be limited to only those
14) Construction staging areas shall be located only in upland areas,and no
• State. tin wetlands or waters of the
3
15) No vegetated wetlands or waters of the State shall be excavated,without additional
4
ditional authorization.
16) No fill material shall be placed at any time in any vegetated wetlands or surrounding
waters outside of
the alignment of the areas indicated on the attached workplan drawings, without permitmodification.
I 7) All temporary fill in wetlands shall be placed on geo-textile fabric to facilitate the total removal upon
completion of the project.
18) All fill material shall be clean and free of any pollutants except in trace quantities.
19) Live concrete shall not be allowed to contact waters of the State or water that will enter er waters of the
1 )0) The temporary placement and/or double handlingof anyfill
State is not authorized, with the exception of that fillnecessary material within wetlands or waters of the
suction of any te
work bridges and associated materials. This condition alsoapplies to the,remo al of the e istingrary
temporary and remnant development and associated materials.
21) Ail reasonable efforts shall be made to contain all debris and excess materials associated with the
removal of the existing and construction of the new bridge, temporary work bridges, and other existing
structures, with the intent that materialsidebris do not enter wetlands and waters of the State, even
temporarily.
.-0-c-c-y..x.p.,,,,„0.pj

.1-... ..... .............. .......... . Permit No. 106-12
N.C.Department of Transportation Page 4 of 8
•
• ADDITIONAL CONDITIONS
Installation and Removal of Bridge Piles and Steel Sheet Piling
22) The installation and removal of the piles for the new bridge, existing bridge,a and d anyy e meoraryS work
ould the
bridges, shall be accomplished by jetting, pile driving and/or the use
permittee and/or its contractor desire to utilize another type of pile installation, such as drilled shaft
construction, additional authorization from DCM shall be required.
NOTE: The jetting operation will require the use of pumping and water intake stations at three
designated locations: (1) Wetland Site 10,between Station 3170 and Station 3173,in the
permanent easement at the Pea Island Breach Site; (2)Wetland Site 17 at a location not yet
specified; and (3)Wetland Site 16, Station 3136, at the Refuge boat ramp temporary easement.
23) The permittee shall coordinate with the United States Fish and Wildlife Service (USFWS) staff to
determine the specific location of the Site 17 jetting water intake pump and associated piping. DCM
shall be notified in writing upon selection of the final location of the Site 17 jetting water intake site.
24) The permittee shall exercise all available precautions to ensure that the authorized jetting water intake
structures and associated equipment do not pose a hazard to navigation.
25) The jetting water intake piping shall be attached to temporary wooden stakes with guy lines to limit pipe
swing in order to ensure the authorized piping does not pose a hazard to navigation. The piping shall
also be marked with floating buoys at every 100' to clearly identify it in the water.
26) Jetting intake screens shall be installed to minimize impacts to fish species. The intake screens shall e
inspected and serviced daily during periods when jetting operations are taking place.
27) The jetting water intake pumps shall not be operated if adjacent water levels fall 2.0 feet below the
normal water level elevation.
28) The permittee shall continue to coordinate with appropriate resource agencies to identify and implement
additional practicable methods to minimize impacts to fish species from the water intakes during jetting.
29) In accordance with commitments made by the permittee, all jetting that occurs within the Pea Island
Breach Site will occur at ebb tide.
30) In accordance with commitments made by the permittee, all jetting spoils shall be disposed of within the
100-foot transportation easement within the Pea Island National Wildlife Refuge(PINWR)unless the
PINWR accepts the material for Refuge use. Jetting spoils may also be disposed of at an approved
upland disposal site.
31) All reasonable efforts shall be made to contain jetting spoils and keep them from entering wetlands or
areas containing submerged aquatic vegetation.
32) Pilings from the existing temporary bridge and any temporary work bridges shall be removed in their
entirety, except that in the event that a bridge piling breaks during removal and cannot be removed in its
entirety, DCM shall be notified to determine an appropriate course of action.

•
N.C. Department of Transportation ~�
Permit No. 106-12
Page 5 of 8
•
•
ADDITIONAL CONDITIONS
33) According to the permittee, three existing test piles were previously installed during eotechnical
investigations, and were designed to remain as permanent features of TIP No. B-2500 Phase IIA. Due to
•
the depth and size of these three existing test piles, as well as safety concerns to the traveling public and
practicability, the permittee has stated that these three existing test piles cannot be removed in their
entirety at this time. Therefore, in accordance with commitments made by the permittee, the permittee
shall cut the piles 1-foot below ground or deeper if groundwater allows. At some point in the future, if
the permittee or DCM determines that the remaining portions of the piles have become an obstruction,
the permittee shall coordinate with DCM to examine removal options of the exposed portions.
34) The permittee shall provide DCM with detailed information depicting the location of the three existing •
test piles.
Impacts to Wetlands and Waters of the State
NOTE: TIP No. B-2500AB will impact approximately 717 square feet of Coastal Wetlands Area of
Environmental Concern (AEC)due to temporary fill and approximately 218 square feet of
Coastal Wetland AEC due to hand clearing. In addition,if the Pea Island Breach Site is open
and surface water is present, TIP No. B-2500AB will impact approximately 15,333 square feet of
surface waters due to temporary fill.
NOTE: Due to the significant reduction in Coastal Wetland AEC impacts, compensatory mitigation is no
longer required for the impacts associated with this Major Modification.
NOTE: Impacts previously but no longer authorized for TIP No. B-2500 Phase IIA by previous
;i modifications that were not constructed are as follows: <0.01 acres of permanent fill in Coastal
7.
Wetlands; <0.01 acres of hand clearing in Coastal Wetlands; 0.15 acres of temporary impacts to I
•
surface waters; and 0.026 acres of permanent impacts to surface waters.
NOTE: Impacts previouslybut longer no authorized that had already been incurred by TIP No. B-2500
Phase IIA at the time a stop work order was issued by the permittee on September 15, 2014 for
the TIP No. B-2500AB project are as follows: 1.12 acres of temporary fill in wetlands (0.54
acres of Coastal Wetland and 0.58 acres of 404 wetlands); 0.40 acres of hand clearing in wetlands (0.13 acres in Coastal Wetlands and 0.27 acres in 404 wetlands);
0 013 acres of• permanent surface water impacts; and 0.093 acres of temporary surface water impacts. These
• impacts are indicated in red font on the "As Impacted"wetland and surface water impacts
drawings (55) dated 6/2/15.
35) There shall be no clearing of wetlands outside of the areas indicated on the attached workplan drawings
without prior approval from DCM. g
•
36) Wetland areas to be temporarily impacted by clearing shall not be grubbed, without additional
authorization from the Division.

•
N.C.Department of Transportation Permit No. 106-12Page 6 of 8
• ADDITIONAL CONDITIONS
37) Due to the possibility that compaction due to temporary roadway fill,jetting intake pumps and pipes,
hand clearing, and/or other site alterations might prevent the temporary Coastal Wetland impact areas
from re-attaining pre-project functions, the permittee shall provide an annual update on the Coastal
Wetland areas temporarily impacted by the TIP No. B-2500 Phase IIA and TIP No. B-2500AB ,
projects. This annual update shall consist of photographs and a brief written report on the progress of
these temporarily impacted areas in re-attaining their pre-project functions. Within three years after
completion of TIP No. B-2500AB,the permittee shall hold an agency field meeting with DCM to
determine if the Coastal Wetland areas temporarily impacted by this project have re-attained pre-project
functions. If at the end of three years DCM determines that the Coastal Wetland areas temporarily
impacted by the project have not re-attained pre-project functions, DCM will determine whether
compensatory mitigation shall be required.
Historical and Cultural Resource Protection
NOTE: A Programmatic Agreement dated 11/15/10 exists between the Federal Highway Administration,
the Advisory Council on Historic Preservation, the N.C. Department of Transportation
(NCDOT), and the N.C. State Historic Preservation Office(SHPO) for the project and is
included as Appendix D in the Record of Decision dated 12/20/10.
Threatened and Endangered Species Protection
38) The permittee shall include the N.C. Wildlife Resources Commission (WRC)when it works with other
appropriate resource agencies to determine other areas near project construction where night lighting
would need to be avoided or limited,as committed to by the permittee in Project Commitment#11 of
the Environmental Assessment dated 2/12/13.
39) In accordance with commitments made by the permittee, the discretionary measures for the piping
plover and three species of sea turtles that include the terms and conditions outlined in the 7/10/08
USFWS Biological and Conference Opinions shall be implemented.
General
NOTE: In accordance with commitments made by the permittee,as a result of this Major Modification,
the authorized project will not result in the loss of motor vehicle access to the existing public
boat ramp and public parking lot approximately 3,100 feet south of the Pea Island Breach Site.
This facility will continue to be used as a staging area for the project, as well as a jetting intake
location,however it will be fully restored upon the completion of the work authorized by this
Major Modification.
40) The permittee shall provide the public with adequate notice that access to the existing public boat ramp
and public parking lot approximately include an es feet south of timate mate of the amoue nt Island
time hatch Site access tolll theepublicdbo during
construction. The notice shall
ramp will be closed.
.... . ..... .... .... ... ......

N.C. Department of Transportation
Permit No. 106-12
Page 7 of 8
ADDITIONAL CONDITIONS
41) The construction of any new public access facility shall require additional authorization from DCM,
including the one referenced in the permit application as required by Condition Number 12 of the
PINWR Permit No 2013-003.
42) The new temporary bridge shall maintain the present height of the existing temporary bridge,
approximately 15 feet above the mean high water elevation.
43) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities.
44) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work following completion of construction and demolition
activities.
45) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and
NCDOT's Memorandum of Agreement with the N.C. Division of Energy, Mineral, and Land Resources.
46) If it is determined that additional permanent and/or temporary impacts are necessary that are not shown
on the attached workplan drawings or described in the authorized permit application, a permit
modification and/or additional authorization from DCM shall be required. In addition, any changes in
the approved plan may also require a permit modification and/or additional authorization from DCM.
The permittee shall contact a representative of DCM prior to commencement of any such activity for
this determination and any permit modification.
47) The permittee shall exercise all available precautions in the day-to-day operations of the facility to
• prevent waste from entering the adjacent waters and wetlands.
•
48) Development authorized by this Major Modification shall only be conducted on lands owned by the
• NCDOT and/or its right-of-ways and/or easements.
•
49) The permittee and/or his contractor shall contact the DCM Transportation Project Field Representative
in Elizabeth City at [phone] to request a pre-construction conference prior to proj ct initiation.
50) Nothing in this Major Modification authorizes any activity that has not received approval from the
National Park Service (NPS) and/or the USFWS for work within the Cape Hatteras National Seashore
and/or PINWR. The proposed work shall not commence until the permittee has been issued Special Use •
e.
Permit(s) from the NPS and/or the USFWS, if required, and a copy of the Special Use Permit(s)are
received by DCM.
NOTE: The Division of Water Resources (DWR) notified the permittee on 6/22/15 that impacts of the
proposed project (DWQ Project No. 20130144 v.5) are below the thresholds which generally
require written concurrence from DWR. Therefore,provided the conditions in General Water
Quality Certification No. 3893 can be met, no further correspondence from DWR shall be
necessary at this time.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
Number 33 (COE Action ID No. SAW-2013-01039), which was issued on 7/2/15.
,.. s :,: •ham: •+r

•
N.C. Department of Transportation Permit No. 106-12
Page 8 of 8
ADDITIONAL CONDITIONS
NOTE: This Major Modification does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
51) This Major Modification shall be attached to the original of Permit No. 106-12, which was issued on
9/19/12, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
52) All conditions and stipulations of the active permit remain in force under this Major Modification unless
•
specifically altered herein.
NOTE: An application processing fee of$475 was received by DCM for this project.

E cEIV
E.0
„Jo,
1 � .. et STATFo
Jut, 1.9 2015
AL MANAGEMET
N
OIV. OF COAc p LEIGH `
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
' PAT L. MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
June 19, 2015
U.S. Army Corps of Engineers N.C. Division of Coastal Management
Regulatory Field Office 1367 US 17 South
2407 West 5th Street Elizabeth City, NC 27909
Washington, NC 27889
ATTN: Ms. Tracey Wheeler ATTN: Mr. Greg Daisey
NCDOT Coordinator NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permit 33, and Section 401 Water Quality
Certification, and CAMA Major Development Permit for the Replacement of the
Temporary Bridge over New Inlet on NC 12 in Dare County,
TIP No. B-2500 AB, Debit $475 from WBS Element 32635.1.3.
References: CAMA Permit No. 106-12 modified April 22, 2014.
404 Permit Action ID:SAW-2013-01039 issued December 9, 2014.
CAMA Permit No. 104-11 modified January 16, 2015.
404 Regional General Permit Modification 1980000291 (Action ID: SAW-2013-01039),
received via electronic mail January 2015.
401 Certification #20130144v.4 issued April 10, 2014
Dear Madam and Sir:
The North Carolina Department of Transportation requests issuance and modification to the above
Referenced permits (with the exception of CAMA Permit No. 104-11 and 404 Regional General
1980000291) to redesign the structure replacing the existing temporary bridge over New Inlet.
Pursuant to the Settlement Agreement between Defenders of Wildlife and National Wildlife Refuge
Association, the North Carolina Department of Transportation, North Carolina Department of
Environment and Natural Resources Division of Coastal Management, Federal Highway Administration
and Cape Hatteras Electric Membership Corporation, the project scope has changed.
The attached revisions will reduce the project area, and will therefore have reduced impacts compared
to the previously permitted project.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX. [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

i lr
Please find attached revised: PCN, MP forms, stormwater management plan, permit drawings, and
roadway drawings.
This application provides proposed impacts needed to construct B-2500 AB. Previously permitted work
which has not already taken place outside of the limits shown in the included drawings, will no longer
occur, with the exception of the water access points necessary for pile jetting. Specifically, this
includes the water access points at Sites 16, 17. Site 10 water access point will still be used, and is
within the revised project area.
Three test piles were installed as described in previous authorizations. Due to the depth and size of
these piles, safety concerns to traveling public, and practicability, these piles cannot be removed in
their entirety at this time. As such, the Department proposes to cut the piles 1-foot below ground or
deeper if groundwater allows. At some point in the future, should either NCDOT or NCDCM determine
that the remaining portions of the piles have become an obstruction, the Department will coordinate
with the permitting agencies to examine removal options of the exposed portions adjacent to NC 12.
The piles of the existing temporary structure should be able to be removed in their entirety. However,
jetting may be required to assist in their removal.
Construction of the replacement structure will remain as described in previous modifications. Top-
down construction may be utilized however, temporary work bridges may be used if water is present
in New Inlet and if water is not present, timber matting may be used. Timber matting/ temporary
work bridges may also be utilized for demolition of the existing structure. Timber matting/ temporary
work bridges are displayed on Permit Drawing Sheet 6.
To protect the proposed bridge abutments from scour, 300-400 pound stones will be placed around
the bridge abutments as displayed in Permit Drawing Sheet 2-4 as well as roadway plans sheets.
Compensatory Mitigation
Permanent wetland or stream impacts are not proposed for this project. Permanent impacts
previously permitted for B-2500 A will not be necessary. Impacts that have already occurred as a result
of B-2500 A, such as the onsite detour, will be restored to natural elevations prior to the completion of
B-2500 AB.
As a result, compensatory mitigation is no longer proposed for this project and the Department will
credit wetland mitigation previously debited from the Bodie Island Lighthouse Pond.
Proposed Let Date
The tentative let date for this project is currently scheduled for September 15, 2015, with a July 28,
2015 review date. Therefore, we request issuance of the above requested modifications by the review
date.
Regulatory Approvals
Section 404 Permit: Issuance of a Nationwide Permit 33 is hereby made for the above-described
activities.
Section 401 Certification: NCDOT hereby requests NCDWR's review for the above mentioned activities.
2

CAMA: Modification of the existing CAMA permit is hereby made for the above-mentioned activities.
Authorization to debit$475 from WBS 32635.1.3 is hereby given for the permit application fee.
A copy of this request and its distribution list will be posted on the NCDOT Website at:
https:J/connect.ncdot.gov/resources/Environmental. If you have any questions or need additional
information, contact Michael Turchy at [e-mail] or 919 707-6157.
Sincerely,
Rodger Rochelle, P.E.Administrator
Technical Services Division
The"cc" List: NCDOT Permit Application Standard Distribution List
: ECEVED
JUN1 92015 •
y,/ OF COASTALLEIGH MANAGEMENT
RA
3

e..WO)
J
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
June 19, 2015
U.S. Fish and Wildlife Service
Pea Island National Wildlife Refuge
PO Box 1969
Manteo, NC 27954
ATTN: Mr. Mike Bryant
Refuge Manager
SUBJECT: Request for Modification of Permits for Construction and Demolition Activities for the
Replacement of the Temporary Bridge over New Inlet on NC 12 in Dare County, TIP No.
B-2500 AB.
REFERENCE: PINWR SUP September 16, 2013
Settlement Agreement June 2015
Dear Mr. Bryant:
The North Carolina Department of Transportation requests modifications to the above referenced
permit to redesign the structure replacing the existing temporary bridge over New Inlet. Pursuant to
the Settlement Agreement between Defenders of Wildlife and National Wildlife Refuge Association,
the North Carolina Department of Transportation, North Carolina Department of Environment and
Natural Resources Division of Coastal Management, Federal Highway Administration and Cape
Hatteras Electric Membership Corporation, the project scope has changed. The attached revisions will
reduce the project area, and will therefore have reduced impacts compared to the previously
permitted project.
This reduced project area on will result in fewer impacts compared to the previously permitted
replacement structure. However, additional temporary construction easements within the Pea Island
National Wildlife Refuge (PINWR) will be needed for construction. Due to the tight alignment,
constructability issues, and morphology, "slivers" of PINWR property may be temporarily impacted.
The additional temporary construction easement needed on the Pea Island National Wildlife Refuge is
0.135 acres (or 5,859 square feet).
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

This letter serves as a request for a modification of the Special Use Permit held by the Department, for
the construction of the project and any associated temporary impacts, including temporary
construction easements. Project drawings are included for your review and reference.
Minimization
The following measures and commitments, as found in the previous application, remain applicable:
NCDOT has continued to minimize impacts to PINWR and lessen the easement requirements for the
project. The primary goal was to align the bridge as close to the existing NC 12 as feasible while
generally adhering to NCDOT and FHWA design standards.
Protected Species Measures
A number of conservation measures for protected species are being implemented for this project. As
the mission of your agency and PINWR includes wildlife conservation, we hereby reference these
measures, which are further documented in the USFWS Biological and Conference Opinions. In
addition:
• An educational night lighting meeting on-site will be scheduled with USFWS and all contractors
in order to minimize disturbance to sea turtles and other protected species. Night lighting will
meet the requirements specified in the attached USFWS Biological and Conference Opinions,
unless otherwise specified by USFWS.
• No permanent light fixtures will be mounted on the proposed bridge.
• To the maximum extent practical, while ensuring safe travel, NCDOT will limit or avoid the use
of road signs or other potential predator perches adjacent to plover nesting and foraging areas.
Large cantilever signs will be avoided in favor of smaller and shorter signs.
Construction Staging Measures
• All areas of Temporary Construction Easement will be returned to the conditions present
before construction started or better, and where applicable, areas to be returned to PINWR will
be restored to natural habitat conditions to the satisfaction of the Refuge Manager.
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands.
• Lighting required at the staging area will be coordinated along with other construction lighting
to ensure no adverse effects to sea turtles and other aquatic species.
• Fueling stations will be contained to avoid inadvertent spills reaching surface waters. Any spills
will be controlled and reported as applicable.
Proposed Let Date
The tentative let date for this project is currently scheduled for.September.15, 2015, with a July 28,
2015 review date. Therefore, we request issuance of the above requested modifications b the review
date. , E D
Regulatory Approvals
JUN 1.9 2015
IV. OF COASTAL MANAGEMENT
RALEIGH
2

•
Regulatory Approvals
The NCDOT anticipates that these activities will also be authorized under the following permits:
• USACE General 404 Permit
• NC Division of Water Quality 401 Water Quality Certification
• NC Division of Coastal Management CAMA Major Development Permit (Modification)
If you have any questions or would like additional information, please contact Michael Turchy at
[e-mail] or [phone]. A copy of this modification request will also be posted at
http://www.doh.dot.state.nc.us/preconstruct/pe/.
Sincerely,
Rodger Rochelle, P.E. Administrator
Technical Services Division
cc:
Ms. Tracey Wheeler, Washington Field Office, USACE
Ms. Cynthia Dohner, Southeast Regional Director, USFWS
3

DCh9 MP-1 •
APPLICATION for ;
1UN 19 2015
Major Development Permit OF CppSTAL MANAGEMENT
411
(last revised 12/27/06) r ALEIGH %
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
North Carolina Department Of Transportation B-2500 AB
Applicant 1: First Name MI Last Name
Richard W Hancock
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
1020 Birch Ridge Drive Raleigh NC
ZIP Country Phone No. FAX No.
27610 US 919-707-6157 ext. -
Street Address(if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
N/A
Agent/Contractor 1: First Name MI Last Name
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
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RECE1J O
Form DCM MP-1 (Page 2 of 4) — APPLICATION for
SUN 1 9 2015 Major Development Permit
3. Project Location - -- — 1 `
COASTAL MANIAc�+^ Nr
Street Address
County(can be multiple) — - -- State Rd.#
Dare Existing NC112 from just south of southern most freshwater NC-12
pond to north of>Rodafither 444A-A'N&Nighway12
Subdivision Name City State Zip
N/A Rodanthe NC n/a-
Phone No. Lot No.(s) (if many,attach additional page with list)
N/A- - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Pamlico Sound
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
Dyes No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.tt.)
300 ft Sao 35,'98 sq. 4. 6to
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 3' ®NHW or❑NWL
e. Vegetation on tract
Brackish marsh,smooth cordgrass,maritime shrub thicket,salt/shrub grassland,maritime grassland,black needlerush,
reed stands,beach,dunes and disturbed wetland and upland vegetation.
f. Man-made features and uses now on tract
Existing NC-12,utility lines,recreation.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Recreational(federal Seashore and Refuge lands),open space,open water and water foul impoundments.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Unzoned (Attach zoning compliance certificate,if applicable)
Dyes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ['Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ®Yes ❑No DNA
If yes,by whom? NCDOT
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No DNA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ZYes ❑No
(ii)Are there coastal wetlands on the site? ZYes ❑No
(iii)If yes to either(i)or(ii)above, has a delineation been conducted? ZYes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
N/A
•
o. Describe existing drinking water supply source. JUN I n 2015
N/A 1J1� J
p. Describe existing storm water management or treatment systems. DIV_ OF COASTAL MANAGEMENT
Grass swales and Rip rap pads at the pipe ends RALEIGH
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ['Commercial ®Public/Government
['Private/Community
b. Give a brief description of purpose, use,and daily operations of the project when complete.
NCDOT Roadway and temporary bridge.
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Work bridge over open water. Crane, backhoe, etc,for construction and demolotion.
d. List all development activities you propose.
Roadway re-alignment and new temporary bridge.
e. Are the proposed activities maintenance of an existing project, new work,or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 12.3 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes ❑No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The roadway typical is shoulder section,therefore runoff from the road will quickly infiltrate into the sandy shoulders.
Stormwater runoff along the concrete sheet pile walls will go over the top of the walls and fall onto rip-rap placed along the
walls where it will infiltrate into sandy soils. Bridge deck will drain using horizontal deck drains. Bridge is 9'to 12'above the
ground elevation.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes DNo DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes ®No DNA
j. Is there any mitigation proposed? Dyes No DNA
If yes,attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form,(MP-1)the following items below,if applicable, must be submitted in order for the application
package to be complete. Items(a)—(f)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps, plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Pea Island National Wildlife Refuge,Attn:Mr.Dennis Stewart Phone No.
Address PO Box 1969,Manteo, NC 27954-1969
Name I V E D Phone No.
Address R
Name JUN 1.9 2015 Phone No.
Address
DIV. OF COASTAL MANAGEMENT
g. A list of previous state or federal permits issued for work on the progitAtrRtGhiclude permit numbers,permittee,and issuing dates.
See References in attached permit application cover letter. .
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Ce-t 9 -i 5 Print Name 'c�niAb..0,<Z•• %--I‘e_
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
DDCM MP-4 Structures Information
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RECEIVED
Form DCM MP-5 JUN 1 9 2015
BRIDGES and CULVERTS _
COASTAL HANAGEMMENT
ELIZABETH CI Y
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to co}nple e . - - • : of-tft2 Jotrit —"
Application that relate to this proposed project. Please include all supplemental information. „4. .-...,.aa. « �R u� !� *�• F..�
1. BRIDGES ['This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®Public/Government ❑Private/Community Pea Island, New Inlet
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL:
Reinforced Concrete Approx.8'(NWL)at breach
e. (I)Will proposed bridge replace an existing bridge? ®Yes ❑No f. (i)Will proposed bridge replace an existing culvert? Oyes No
If yes, If yes,
(ii)Length of existing bridge: 650' (ii)Length of existing culvert:
(iii)Width of existing bridge: 24' (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 15' (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) All parts of the existing bridge will be (v)Will all,or a part of,the existing culvert be removed?
removed. (Explain)
g• Length of proposed bridge: 2,350' h. Width of proposed bridge: 36'out to out
i. Will the proposed bridge affect existing water flow? Oyes No I. Will the proposed bridge affect navigation by reducing or
If yes,explain: increasing the existing navigable opening? ®Yes ❑No
If yes,explain: New breach between Pamlico Sound and
Atlantic Ocean. Vertical clearance will be jaaeeet.
/{FPPaxtMA(1Etl T4, S/ E
k. Navigation clearance underneath proposed bridge: A ►etd-#9" I. Have you contacted the U.S.Coast Guard concerning their
4414 AOt?-0X1M' � (S 1 wal:� approval? ®Yes ❑No
(NAVY 6Z IS -45 Klgt.J )rvt,F,j If yes,explain: Advanced approval has been received.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: Approx.9'to 12'
waters? ®Yes ❑No
If yes,explain: Coastal wetlands
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: • b. Water body in which the culvert Is to be placed:
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RECEIVED
Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back> JUN 1 9 2015
c. Type of culvert(construction material): f;
• - CQ?STAS MANAGEMENT
ELIZI ET'l
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
❑Yes ❑No ar.a cr:eA,. ,:✓.5Yi1'.,flpy.... ..,....:
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s):
(iii)Width of existing bridge: (iii)Width of existing culvert(s):
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NI-NV or
(v)Will all,or a part of,the existing bridge be removed? NVVL:
(Explain) (v)Will all,or a part of,the existing culvert be removed?
(Explain)
f• Length of proposed culvert: g• Width of proposed culvert:
h. Height of the top of the proposed culvert above the NIiW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water floes!?
increasing the existing navigable opening? ❑Yes ❑No ❑Yes ❑No
If yes,explain: If yes,explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i)Will the placement of the proposed bridge or culvert r uire aryl b. (i)Will the placement of the proposed bridge or culvert require any
excavation below the NNW or NWL? 1 `/es ®h!o excavation within coastal wetlands/marsh(CW).submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated:1804 (.t.Q feet affected.
(iii)Avg.width of area to be excavated:-296 ❑CW ❑SAV ❑SB
(iv)Avg.depth of area to be excavated:- -- OWL ®None
(v)Amount of material to be excavated in cubic yards: 8464y
(ii)Describe the purpose of the excavation In these areas:
c. (I)Will the placement of the proposed bridge or culvert�r�9qQuire an
high-ground excavation? EYes o
If yes.
(ii)Avg.length of area to be excavated:388
(iii)Avg.width of area to be excavated: 1
(iv)Avg.depth of area to be excavated: r
(v)Amount of material to be excavated in cubic yards: 8110 CI
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Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
,r
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Jetting spoils will be confined to the 100'Transportation Easement within the Pea Island
National Wildlife Refuge, unless the Refuge accepts the material for Refuge use.
(ii)Dimensions of the spoil disposal area: TBD by contractor.possibly in conjunction with the Refuge.
(iii)Do you claim title to the disposal area? Dyes No (If no, attach a letter granting permission from the owner.)
(iv)Will the disposal area be available for future maintenance? ❑Yes No
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
❑CW ❑SAV OWL OSB ®None
If any boxes are checked,give dimensions if different from(ii)above.
(vi)Does the disposal area include any area below the NHW or NWL? ? Oyes No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to fill(other than excavated material described in Item d above)to
be placed below NHW or NWL? Oyes ®No be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg. length of area to be filled: feet affected.
(iii)Avg.width of area to be filled: ®CW 369 ❑SAV ❑SB
(iv)Purpose of fill: OWL ['None
(ii)Describe the purpose of the excavation in these areas:
Temporary impacts at interior bridge bents due pile
installation.
g. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to
be placed on high-ground? ®Yes ONo
If yes, W V E D
(ii)Avg.length of area to be filled: 800' �/
(iii)Avg.width of area to be filled:41.5'
(iv)Purpose of fill: Roadway approaches to bridge JUN 19 2015
IV. OF COASTAL MANAGEMENT
RALEIGH
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? Oyes ®No
If yes,explain: If yes,explain:
If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
< Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanagement,net revised: 10/26/06

,Form DCM MP-5 (Bridges and Culverts. Page 4
r C. ;/ill the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
Oyes ®No controlled?
If yes,complete Form DCM-MP-2. Standard erosion control measures such as silt fence and
rock filter dams.
e. What type of construction equipment will be used(for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe,or hydraulic dredge)?
Dyes ®No
Work bridge over open water;Crane and backhoe for piers; If yes,explain steps that will be taken to avoid or minimize
timber matting; pile hammer;jetting equipment environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilisation? Dyes No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
- t9 t�
Date
B-2500 AB
Project Name
fl..?o.i�✓ / t\.a�e.��t
Applicant Name
Applicant Signature
RECEIVED
JUN %-9 2015
DIV. OF COASTAL MANAGEMENT
RALE252-808-280 :: 1-888-4RCOAST :: www.ncen stalrnanx revised: 10/26/06

t �
OCEAN HAZARD AEC NOTICE
Project is in an: X_-_ocean Erodible Area High Hazard Flood Area Ir.'et Hazard Area
Property Owner: NC nepartment of Transportation
Property Address:- Temporary Bridge nver New Inlet on Nrt 19,Dare County
Date Lot Was Platted: N/A
This notice is intended to make you,the applicant,aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area. which is subject to natural hazards such as storms.erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance, and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement.
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
• the development. Permits issued in the Ocean Hazard Area of storm within the 60-clay period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must he work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is Gregory Daisey,Transportation Projects Field Rep.
located is 8.4 feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. 1367 US 17 South, Elizabeth City,NC 27909
Studies also indicate that the shoreline could move as much as Address
10.,^feet landward in a major storm.
NCDOT Division 1
The flood waters in a major storm are predicted to be about
iQ feet deep in this area. Locality
Preferred oceanfront protection measures are beach nourishment • 252-264-3901 EXT.249
and relocation of threatened structures. Hard erosion control
structures such as bulkheads,seawalls,revetments.groins,jetties Phone Number £µX .'.
and breakwaters are prohibited. Temporary sand bags may be ,
•
11'7 CLIV ED
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below.Without
the proper signature,the application will not be complete. ;
p Am222015
•
•
6- ?-/- 2.0/ 5 )tv• OF COASTAL MANAGEMENT
RALEIGH
•
Applicant Sia Date • �,
Signature r, a
1\l�iKP/ V�
Revised May 20i0

•
•
BEFORE YOU BUILD
Setting Back for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront, you take a calculated risk. The Reasons
Natural forces of water and wind collide with tons of force,even The beachfront is an ever-changing landform. The beach and
on calm days. the dunes are natural"shock absorbers,"taking the beating of the
wind and waves and protecting the inland areas. By
Man-made structures cannot be guaranteed to survive the force incorporating building setbacks into the regulations, you have a
of a hurricane. Long-term erosion (or barrier island migration) good chance of enjoying the full life of the structure. At first, it
may take from two to ten feet of the beach each year, and, seems very inviting to build your dream house as close to the
sooner or later,will threaten oceanfront structures. These are the beach as possible, but in five years you could find the dream has
facts of life for oceanfront property owners. become a nightmare as high tides and storm tides threaten your
investment.
The Coastal Resources Commission(CRC) has adopted rules for
building along the oceanfront. The rules are intended to avoid an The Exception
unreasonable risk to life and property, and to limit public and The Coastal Resources Commission recognized that these rules,
private losses from storm and long-term erosion. These rules initially passed in June 1979, might prove a hardship for some
lessen but do not eliminate the element of risk in oceanfront property owners. Therefore, they established an exception for
development. lots that cannot meet the setback requirement. The exception
allows buildings in front of the current setback, if the following
As you consider building along the oceanfront, the CRC wants conditions apply:
you to understand the rules and the risks. With this knowledge,
you can make a more informed decision about where and how to 1) the lot must have been platted as of June I, 1979, and
build in the coastal area. is not capable of being enlarged by combining with
adjoining land under the same ownership;
The Rules 2) development must be constructed as far back on the
When you build along the oceanfront,coastal management rules property as possible and in no case less than 60 feet
require that the structure be sited to fit safely into the beach landward of the vegetation line;
environment. 3) no development can take place on the frontal dune;
4) special construction standards on piling depth and
Structures along the oceanfront, less than 5,000 square feet in square footage must be met;and
size, must be behind the frontal dune, landward of the crest of 5) all other CAMA, state and local regulations must be
the primary dune, and set back from the first line of stable met.
natural vegetation a distance equal to 30 times the annual
erosion rate (a minimum of 60 feet). The setback calculation The exception is not available in the Inlet Hazard Area.
increases as the size of the structure increases [15A NCAC
7H.0306(a)(2)]. For example: A structure between 5,000 and To determine eligibility for the exception the Local Permit
10,000 square feet would require a setback from the first line of Officer will make these measurements and observations:
stable, natural vegetation to a distance equal to 60 times the
annual erosion rate (a minimum of 120 feet). The graduated required setback from vegetation line
setback continues to increase through structure sizes greater than
100,000 square feet. exception setback(maximum feasible)
rear property line setback
max.allowable square footage on lowest floor
PRE P£RMil STRUCTURE.INADEQUATE SETBACK
SERUI PRE•STORit REACH PROF lit
STRUCTURE,utt
ADt0UATt POST-STORM BLACH PROF ILE
SETBACK
,r ONE YEAR AFTER STORNI/BEACH REBUILDING
After the storm, the house on the dune will be gone. The other house has a much better chance of survival.

Brittingham, Cathy
From: Rivenbark,Chris
Sent: Wednesday,July 15, 2015 12:05 PM
To: Daisey, Greg;Wheeler, Tracey L SAW([e-mail]); Ward, Garcy
Cc: Brittingham, Cathy; Turchy, Michael A
Subject: Revision for B-2500AB Dare County
Attachments: B2500AB_Permit Package_Revised_Sheets_20150715.pdf
In order to increase the level of scour protection for the proposed temporary bridge as well as minimize unnecessary
off-site hauling of stone, the attached revised permit drawings and Roadway plans reflect a slightly higher elevation for
the 300-400 lb stones than we previously provided with our application. A portion of this stone will come from the
existing Mabey bridge as it is demolished.
Proposed impacts have not changed therefore we are only providing this information to update your files.
Please let us know if you have any questions.
Chris Rivenbark I Eastern Regional Manager I Environmental Coordination & Permitting Group
Natural Environment Section I PDEA I N.C. Department of Transportation
[phone] office I [phone] fax I [e-mail]
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

•
OF WATF9 Office Use Only:
Corps action ID no.
, i > _ _ DWQ project no.
o <
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s)of approval sought from the
Corps: ® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit(NWP) number: 33 and General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ®Yes ❑ No
1 d. Type(s)of approval sought from the DWQ(check all that apply):
®401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
Z Yes ❑ No ❑Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation El Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ®Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ®Yes ❑ No
2. Project Information
2a. Name of project: Replacement of the temporary bridge over New Inlet on NC 12 in Dare County.
2b. County: Dare
2c. Nearest municipality/town: Rodanthe
2d. Subdivision name: not applicable
2e. NCDOT only,T.I.P. or state B-2500 AB
project no:
3. Owner Information
3a. Name(s)on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party(for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state,zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone] •
3h. Email address: [e-mail]
F CEIVED
JUN 1.9 2015
,)IV. OF COASTAL MANAGEMENT
RALEIGH

4. Applicant Information (if different from owner)
4a. Applicant is: ❑Agent ❑Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state,zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state,zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.68427 Longitude: 75.48389
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 12.3 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to Pamlico Sound/Atlantic Ocean
proposed project:
2b. Water Quality Classification of nearest receiving water: SA
2c. River basin: Pasquotank
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Natural barrier island conditions. Area protected by USFWS Pea Island National Wildife Refuge.
3b. List the total estimated acreage of all existing wetlands on the property:
170 acres, as approved by the Corps on the 5/21/2012 JD,which includes wetlands outside of the easement.
3c. List the total estimated linear feet of all existing streams(intermittent and perennial) on the property:
100 feet(New Inlet)
3d. Explain the purpose of the proposed project:
To replace a temporary bridge built in 2011 to span an inlet opened in August 2011 by Hurricane Irene,with an
approximately 2,350 foot long bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a temporary bridge near the existing alignment with an approximately 2,350 foot bridge.
Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project(including all prior phases) in the past? ®Yes El No 0 Unknown
Comments:
4b. If the Corps made the jurisdictional determination,what type
of determination was made? ❑ Preliminary ® Final
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company: CZR Incorporated
Name (if known): Ms. Lorrie Laliberte Boswell Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attached documentation.
5/21/2012
5. Project History
5a. Have permits or certifications been requested or obtained for ®Yes 0 No 0 Unknown
this project(including all prior phases)in the past?
5b. If yes, explain in detail according to"help file" instructions.
Please see"Reference"line in the Permit Application Cover Letter
6. Future Project Plans
6a. Is this a phased project? ❑Yes 0 No See attached cover letter.
6b. If yes, explain.
' r EIVED
3 JUN 1.9 2015
);yV. OF COASTALRALEIGH MANAGEMENT

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project(check all that apply):
Z Wetlands 0 Streams-tributaries ❑ Buffers
® Open Waters 0 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P)or (if known) DWQ—non-404, other) (acres)
Temporary(T)
Site 9 ❑ P®T Fill Marsh ❑Yes ®Corps <0.01
® No ❑ DWQ
Site 18 ❑ P ®T Fill Marsh 0 Yes ® Corps <0.01
® No ❑ DWQ
Permanent:
2g.Total wetland impacts zero
Temporary:
<0.01
2h. Comments:
Hand Clearing Impacts:
Site 7: <0.01
Site 9: <0.01
Site 18: <0.01
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts)proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number- (PER)or jurisdiction stream (linear feet)
Permanent(P)or intermittent (Corps-404, 10 width
Temporary(T) (INT)? DWQ—non-404, (feet)
other)
Site 1 ❑ P ❑T ❑ PER 0 Corps
❑ INT ❑ DWQ
Site 2 ❑ P ❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
Site 3 ❑ P ❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
Site 4 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5 ❑ P ❑T 0 PER ❑ Corps
❑ INT ❑ DWQ
Site 6 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
4

it
4. Open Water Impacts
If there are proposed impacts to lakes, ponds,estuaries,tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S.then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact(acres)
Permanent(P) or (if applicable)
Temporary(T)
07 ❑ P®T Isolated Pond Fill Isolated Pond 0.04
08 ❑ P®T Isolated Pond Fill Isolated Pond 0.13
09 ❑ P®T Isolated Pond Fill Isolated Pond 0.01
010 ❑ P®T New Inlet Fill Inlet 0.14
011 ❑ P®T Isolated Pond Fill Isolated Pond 0.02
019 ❑ P® T Isolated Pond Fill Isolated Pond <0.01
4f.Total open water impacts 0.35 Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts(acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f.Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area(acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
. L7CEIVED
ld 4A1
JUN 1.9 2015
OIV. OF COASTAL MANAGEMENT
RALEIGH
5

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,then complete the chart below. If yes,then individually list all buffer
impacts below. If any impacts require mitigation,then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent(P)or Stream name mitigation (square feet) (square feet)
Temporary(T) required?
B1 OPOT ❑Yes
❑ No
B2 ❑ P ❑T Yes
❑ No
B3 ❑ P ❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
6

cENED
D. Impact Justification and Mitigation JUN 1,9 2015
1. Avoidance and Minimization OF COASTAL MANAGEMENT
1-tALEICjH
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been reduced from 2.1 miles,to approximately 1 mile.
All impacts are now temporary in nature.
Upon completion, the temporary bridge and approaches will be entirely within the 100'Transportation Easement within
the Pea Island National Wildlife Refuge (PINWR). All jetting spoils will also be disposed of within this 100'Transportation
Easement unless the Pea Island National Wildlife Refuge accepts the material for Refuge use.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary construction runoff will be controlled by using Silt Fence, Special Silt Fence, Temporary Slope Drains, Rock
Silt Checks, and Temporary Matting and Grassing as appropriate.
Temporary fill in wetlands will be required. Areas will be restored to preconstruction elevations.
Jetting spoils will not be disposed of in jurisdictional areas. Jetting spoils may be used by the PINWR at their discretion.
Preventative measures will be taken to minimize impacts to fish species during water intake for jetting operations.
A screen will be used on the intake of the jetting pumping operations to prevent the intake of larval species.
Jetting piping will be placed by hand to reduce impacts in wetland areas.
Jetting installation of the bents in New Inlet will occur at ebb tide.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑Yes ® No
impacts to Waters of the U.S. or Waters of the State? If no, explain
2b. If yes, mitigation is required by(check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased(attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. ❑Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑warm ❑cool ['cold
4d. Buffer mitigation requested (DWQ only): n/a square feet
4e. Riparian wetland mitigation requested: n/a acres
4f. Non-riparian wetland mitigation requested: n/a acres
4g. Coastal(tidal)wetland mitigation requested: acres
7

4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a.Will the project result in an impact within a protected riparian buffer that requires D Yes ® No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
8

. ` � � 0-�� i
' -+ h~~ & " N�~ 0 �� N~� N �
� au=� `�� m�= � � w��. m�� �
/ �VU� �
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E. Stornnmmtmr Management and Diffuse Flow Plan (required byDWQ)
Of COASTALfMAffACEMENT
t Diffuse Flow Plan �' � R*LBGH
10 Does include - []Y*«� p' . '--�
within one of the NC Riparian Buffer Protection Rules?
1b. If yes,then iso diffuse flow plan included? |f not, explain why.
El Yes [] No
Comments:
2' Stmrmnwmter Management Plan
3a. What io the overall percent imperviousness of this project? N64
2b. Does this project require oShonnwoter Management Plan? ZYoo [] No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
El Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? LJDVVOShmnnwaterProgram
DVVO4O1Unit
3. Certified Local Government StmmnwmtorReview
3o. |n which local government's jurisdiction io this project? not applicable
El Phaae ||
El NSW
3b Which
�
apply (check all that opp|y}
El USK�P
� LJ Water Supply Watershed
LJOther:
3c. Has the approved Sbonnwater Management Plan with proof of approval been El Yes No
attached?
4. DVVQ Stomnvvotmr Program Review
Coastal counties
4a. Which of the following state-implemented stormwater management programs apply El H{}VV
(check all that opply): El ORVV
LJ Session Law 2000'24O
[] Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? El Yes [] Non/a
5. DVVC)4U1 Unit StnrmwaterReview
5n. Does the Gturmvvoter Management Plan meet the appropriate requirements? EDyoo [] No

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public(federal/state/local)funds or the ®Yes ❑ No
use of public(federal/state) land?
lb. If you answered"yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ®Yes ❑ No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ®Yes ❑ No
Comments: FHWA is currently reevaluating the Record of Decision(ROD).
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ® No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes ® No
2c. If you answered"yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in ❑Yes
additional development,which could impact nearby downstream water quality? ® No
3b. If you answered"yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered"no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement,this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge)of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ®Yes El No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ®Yes ❑No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
El Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Consultation with the USFWS
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? ®Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources(Corps Requirement)
7a. Will this project occur in or near an area that the state,federal or tribal
governments have designated as having historic or cultural preservation ®Yes ❑ No
status(e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? ®Yes ❑ No
8b. If yes,explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c.What source(s)did you use to make the floodplain determination?FEMA Maps
\\4— ; G- 19- 5
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agents signature is valid only if an authorization letter from the applicant
isprovided.j
EVED
JUN 19 2015
V. OF COASTAL MANAGEMENT
•
11

E,CE1VED
JUN 19 2015
MANAGEMENT
—t r way. North Carolina Department of Transportation
stornm oxen
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN - �
(Venion 2.02;Released April 2016) FOR NCDOT PROJECTS
WBS Element: 32635.1.3 TIP No.: B-2500AB County(ies): Dare Page 1 of 1
General Project Information
WBS Element: 32635.1.3 'TIP Number: B-2500AB I Project Type: New Location 'Date: 6/18/2015
NCDOT Contact: John W.Twisdale,Jr.,PE Contractor I Designer: Matthew York
Address: 1020 Birch Ridge Road Address: 1020 Birch Ridge Road
Raleigh,NC 27610 Raleigh,NC 27610
Phone:[phone] Phone:[phone]
Email:jtwisdalei ncdot.gov Email:mjyork(gncdot.gov
City/Town: _ Pea Island County(ies): Dare
River Basin(s): Pasquotank I CAMA County? I Yes
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 1.017 miles I Surrounding Land Use: 'Coastal Barrier Island
Proposed Project Existing Site
Project Built-Upon Area(ac.) 4.0 ac. 3.3 ac.
Typical Cross Section Description: Two lane highway with 12'travel lanes and 8'shoulders(4'paved and 4'W/GR). Two lane highway with 10'travel lanes and 2'paved shoulders.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 10900 Year:2032 Existing: 7300 Year 2012
General Project Narrative: The project is located within the Pasquotank Basin in Dare County which is also a CAMA county. The roadway typical is shoulder section,therefore runoff from the road will
(Description of Minimization of Water quickly infiltrate into the sandy shoulders. Stormwater runoff along the concrete sheet pile walls will go over the top of the walls and fall onto rip-rap placed along the walls
Quality Impacts) where it will infiltrate into sandy soils.
The existing temporary structure has a total length of 664'and the proposed temporary bridge will have a total length of 2350'. The proposed temporary bridge will have
horizontal deck drains down the entire length of the bridge roughly 7'to 11'above the ground elevation. Concentration of runoff has been minimized by placing deck drains on
4'-4"centers and no deck drains within 5'-5"from all proposed bridge bents. These distributed flows will quickly infiltrate into existing soils. Open graded friction course will be
used on the bridge deck which will reduce total suspended solids concentrations and decrease under carriage wash from vehicles. Finally the existing two lane facility will be
maintained;therefore,the result will be equal or better treatment than currently exists.
Note for spanning and discharging over water body:
The water body shown on the permit drawings is currently filled in with sand. The water body forms during major storm events causing a breach within the coastal barrier
island. The water body will later fill back in after the storm event,but the bridge will span the water body as long as it remains open. For more frequent rain events,water from
bridge will be discharged onto sand.
Waterbody Information
Surface Water Body(1): I Atlantic Ocean NCDWR Stream Index No.: N/A
NCDWR Surface Water Classification for Water Body Primary Classification: Class SA
Supplemental Classification: High Quality Waters(HQW)
Other Stream Classification:
Impairments:
Aquatic TILE Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided In Buffer? IN/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

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•

r • i . .. 'III..
Perri t Class
..... ........
—MODIFICATION/MAJOR
Permit Number
STATE OF NORTH CAROLINA 106-12
Department of Environment and Natural Resources
•
•
and •
Coastal Resources Commission
•
1 it tr
•
for •
X Major Development in an Area of Environmental Concern
•
pursuant to NCGS 113A-118
•
X Excavation and/or filling pursuant to NCGS 113-229 •
Issued to N.C. De artment of Trans ortation 1598 Mail Service Center Ralei h NC 27699-1
598 development in Dare C •
,i;_,
County at Pea Island Breach Site (aka New Inlet) on
NC Hi hwa 12 as re uested in the ermittee's a lication dated 6/19/15 includin the attached AEC Hazard
•
Notice dated 6/22/15 and the attached work Ian drawin s 21 as described in Condition No. 1 below.
This permit, issued on July 28 2015 is subject to compliance with the application (where consistent
with the permit),all applicable regulations, special conditions and notes set forth below. Anyviolat'
PP
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. 1O°of these terms may
•
TIP No. B-2500AB
1) Unless specifically altered herein, all work authorized by this Major Modification shall be carried out
in accordance with the following attached workplan drawings:
•
•
•
• 6/15/15; 2 dated Wetland and surface water im acts drawings 10 :
and 1 dated 6/17/15. 2 dated 7/15/15; 2 dated 6/18/15; 3 dated
•
6/26/15;
•
• Roadway design drawin s 11) 2 dated 7/15/15; 9 dated 6/18/15.
•
NOTE: The specific development being permitted does not preclude the remainder of the B-2 •
being built in the Pamlico Sound provided that future development will be constructed i500n a wroay
•
•
•
that avoids and minimizes impacts to AECs. •
v'ay
•
(See attached sheets for Additional Conditions)This permit action may be appealed by the permittee or
other qualified persons within twenty(20) days of the issuing Signed nb ofthh authority ofes ther Secretary. of sin. and the date. •
•
g Chairman the Coastal Resources Commission.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. f�j�
Any maintenance work or project modification '' e' e.c-r a (/ (t
hereunder requires further Division approval, not covered
Braxt n C. Davis, Director
All work must cease when the permit expires on Division of Coastal Management
This permit and its conditions are hereby accepted.
No expiration date, pursuant to GS 136-44.7B
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature ofPermittee

Permit No. 106-12 •
N.C. Department of Transportation •
Page 2 of 8
•
ADDITIONAL CONDITIONS
NOTE: This Major Modification authorizes TIP No. B- •
2500AB,replacem n Inle of t) and ree lated 650 foot ;
two-lane temporary bridge over the Pea Island Breach Site(aka New )
approaches with a new 2,350 foot long two-lane temporary bridge and related approaches. This
Major Modification replaces the modifications to Permit No. 106-12 which were issued on
4/26/13, 10/17/13,and 4/22/14.
2) In accordance with T15A:07H.0306(k), the authorized structures shall be relocated or dismantled when
they become imminently threatened by changes in shoreline configuration. The structures shall be
relocated or dismantled within two years of the time when they become imminently threatened,and in
any case upon their collapse or subsidence. However, if natural shoreline recovery or beach re-
nourishment takes place within two years of the time the structures become imminently threatened, so
that the structures are no longer imminently threatened, then they need not be relocated or dismantled at
that time. This condition shall not affect the permit holder's(ij ht to seek authorization of temporary
protective measures allowed under Rule T15A:07H.0308 a 2 .
3) In accordance with G.S. 113A-115.1(b)(i) and 15A NCAC 07H .0308(a)(1)(H),this major modification
authorizes scour protection stones and sheet pile retaining walls that are expressly depicted on the
•
attached workplan drawings. These scour protection stones and sheet pile retaining walls shall be
removed in their entirety once they are no longer necessary.
4) The placement of scour protection stone around the bridge abutments,and the placement of rock rip rap
x at the base of the concrete sheet pile walls,shall be limited to the areas indicated on the attached
workplan drawings. The scour protection stone and rock riprap shall be free from loose dirt or any
pollutant except in trace quantities.
5) In accordance with the permittee's e-mail dated 6/29/15, the permittee may retain the existing steel
sheeting at both existing temporary bridge abutments as well as the existing rock/slope-stabilization
sandbags at the south abutment for protective engineering purposes. The existing steel sheeting, rock,
•
and slope-stabilization sandbags shall be removed if and when the new temporary bridge authorized by
t this Major Modification is removed in the future. However, if the permittee or DCM determine that the
existing steel sheeting, rock, and/or slope stabilization. sandbags have become an obstruction before the
new temporary bridge authorized by this Major Modification is removed,then the permittee shall
coordinate with DCM to examine removal options under a quicker timeframe.
6) With the exception of the structures specifically stated in Conditions No. 4 and 5 of this Major
Modification, upon completion of the work authorized by this Major Modification, all temporary
structures and all remnant existing structures shall be removed in their entirety and disposed of at an
approved high ground location as soon as practicable.
7) In accordance with commitments made by the permittee, the development that was previously but no
longer authorized for B-2500 Phase IIA by DCM in modifications of CAMA Permit No 106-12 on
4/26/13, 10/17/13, and 4/22/14, will be removed and restored to natural elevations prior to the
completion of TIP No. B-2500AB.
8) All backfill material shall be obtained from a high ground source. No unconfined backfill shall be
discharged into waters of the State.

N.C. Department of Transportation
•
•
Permit No. 106-12 .
Page 3 of 8
ADDITIONAL CONDITIONS
9) All construction and demolition access shall be
bridges, temporary detour roadway, the partial] throughcon r the use of any authorized temporary work
areas. Y ucted new bridge, and/or existing high ground
•
10) If the Pea Island Breach Site is closed and surface water is no
the same footprint as the area that is approved on the attachedtworkplantdrawin drawimber mats ings
to porarybe used wirkin
•
bridges. •
gs for temporary work
]1) All equipment and associated materials, including any timber
Site shall be removed within 12 hours of receiving a weather forecast located suggests the Pea Island Breach •
Breach Site may become inundated with water from the ocean or sound.
the Pea Island
und.
•
12) The authorized timber mats shall not result in any additional permanent or temporary impacts to •
•
wetlands or waters of the State, without permit modification.
13) Storage of equipment and materials within the Pea Island Breach Site shall
items that will be used readily and only for the current tasks at hand. be limited to only those
14) Construction staging areas shall be located only in upland areas,and no
• State. tin wetlands or waters of the
3
15) No vegetated wetlands or waters of the State shall be excavated,without additional
4
ditional authorization.
16) No fill material shall be placed at any time in any vegetated wetlands or surrounding
waters outside of
the alignment of the areas indicated on the attached workplan drawings, without permitmodification.
I 7) All temporary fill in wetlands shall be placed on geo-textile fabric to facilitate the total removal upon
completion of the project.
18) All fill material shall be clean and free of any pollutants except in trace quantities.
19) Live concrete shall not be allowed to contact waters of the State or water that will enter er waters of the
1 )0) The temporary placement and/or double handlingof anyfill
State is not authorized, with the exception of that fillnecessary material within wetlands or waters of the
suction of any te
work bridges and associated materials. This condition alsoapplies to the,remo al of the e istingrary
temporary and remnant development and associated materials.
21) Ail reasonable efforts shall be made to contain all debris and excess materials associated with the
removal of the existing and construction of the new bridge, temporary work bridges, and other existing
structures, with the intent that materialsidebris do not enter wetlands and waters of the State, even
temporarily.
.-0-c-c-y..x.p.,,,,„0.pj

.1-... ..... .............. .......... . Permit No. 106-12
N.C.Department of Transportation Page 4 of 8
•
• ADDITIONAL CONDITIONS
Installation and Removal of Bridge Piles and Steel Sheet Piling
22) The installation and removal of the piles for the new bridge, existing bridge,a and d anyy e meoraryS work
ould the
bridges, shall be accomplished by jetting, pile driving and/or the use
permittee and/or its contractor desire to utilize another type of pile installation, such as drilled shaft
construction, additional authorization from DCM shall be required.
NOTE: The jetting operation will require the use of pumping and water intake stations at three
designated locations: (1) Wetland Site 10,between Station 3170 and Station 3173,in the
permanent easement at the Pea Island Breach Site; (2)Wetland Site 17 at a location not yet
specified; and (3)Wetland Site 16, Station 3136, at the Refuge boat ramp temporary easement.
23) The permittee shall coordinate with the United States Fish and Wildlife Service (USFWS) staff to
determine the specific location of the Site 17 jetting water intake pump and associated piping. DCM
shall be notified in writing upon selection of the final location of the Site 17 jetting water intake site.
24) The permittee shall exercise all available precautions to ensure that the authorized jetting water intake
structures and associated equipment do not pose a hazard to navigation.
25) The jetting water intake piping shall be attached to temporary wooden stakes with guy lines to limit pipe
swing in order to ensure the authorized piping does not pose a hazard to navigation. The piping shall
also be marked with floating buoys at every 100' to clearly identify it in the water.
26) Jetting intake screens shall be installed to minimize impacts to fish species. The intake screens shall e
inspected and serviced daily during periods when jetting operations are taking place.
27) The jetting water intake pumps shall not be operated if adjacent water levels fall 2.0 feet below the
normal water level elevation.
28) The permittee shall continue to coordinate with appropriate resource agencies to identify and implement
additional practicable methods to minimize impacts to fish species from the water intakes during jetting.
29) In accordance with commitments made by the permittee, all jetting that occurs within the Pea Island
Breach Site will occur at ebb tide.
30) In accordance with commitments made by the permittee, all jetting spoils shall be disposed of within the
100-foot transportation easement within the Pea Island National Wildlife Refuge(PINWR)unless the
PINWR accepts the material for Refuge use. Jetting spoils may also be disposed of at an approved
upland disposal site.
31) All reasonable efforts shall be made to contain jetting spoils and keep them from entering wetlands or
areas containing submerged aquatic vegetation.
32) Pilings from the existing temporary bridge and any temporary work bridges shall be removed in their
entirety, except that in the event that a bridge piling breaks during removal and cannot be removed in its
entirety, DCM shall be notified to determine an appropriate course of action.

•
N.C. Department of Transportation ~�
Permit No. 106-12
Page 5 of 8
•
•
ADDITIONAL CONDITIONS
33) According to the permittee, three existing test piles were previously installed during eotechnical
investigations, and were designed to remain as permanent features of TIP No. B-2500 Phase IIA. Due to
•
the depth and size of these three existing test piles, as well as safety concerns to the traveling public and
practicability, the permittee has stated that these three existing test piles cannot be removed in their
entirety at this time. Therefore, in accordance with commitments made by the permittee, the permittee
shall cut the piles 1-foot below ground or deeper if groundwater allows. At some point in the future, if
the permittee or DCM determines that the remaining portions of the piles have become an obstruction,
the permittee shall coordinate with DCM to examine removal options of the exposed portions.
34) The permittee shall provide DCM with detailed information depicting the location of the three existing •
test piles.
Impacts to Wetlands and Waters of the State
NOTE: TIP No. B-2500AB will impact approximately 717 square feet of Coastal Wetlands Area of
Environmental Concern (AEC)due to temporary fill and approximately 218 square feet of
Coastal Wetland AEC due to hand clearing. In addition,if the Pea Island Breach Site is open
and surface water is present, TIP No. B-2500AB will impact approximately 15,333 square feet of
surface waters due to temporary fill.
NOTE: Due to the significant reduction in Coastal Wetland AEC impacts, compensatory mitigation is no
longer required for the impacts associated with this Major Modification.
NOTE: Impacts previously but no longer authorized for TIP No. B-2500 Phase IIA by previous
;i modifications that were not constructed are as follows: <0.01 acres of permanent fill in Coastal
7.
Wetlands; <0.01 acres of hand clearing in Coastal Wetlands; 0.15 acres of temporary impacts to I
•
surface waters; and 0.026 acres of permanent impacts to surface waters.
NOTE: Impacts previouslybut longer no authorized that had already been incurred by TIP No. B-2500
Phase IIA at the time a stop work order was issued by the permittee on September 15, 2014 for
the TIP No. B-2500AB project are as follows: 1.12 acres of temporary fill in wetlands (0.54
acres of Coastal Wetland and 0.58 acres of 404 wetlands); 0.40 acres of hand clearing in wetlands (0.13 acres in Coastal Wetlands and 0.27 acres in 404 wetlands);
0 013 acres of• permanent surface water impacts; and 0.093 acres of temporary surface water impacts. These
• impacts are indicated in red font on the "As Impacted"wetland and surface water impacts
drawings (55) dated 6/2/15.
35) There shall be no clearing of wetlands outside of the areas indicated on the attached workplan drawings
without prior approval from DCM. g
•
36) Wetland areas to be temporarily impacted by clearing shall not be grubbed, without additional
authorization from the Division.

•
N.C.Department of Transportation Permit No. 106-12Page 6 of 8
• ADDITIONAL CONDITIONS
37) Due to the possibility that compaction due to temporary roadway fill,jetting intake pumps and pipes,
hand clearing, and/or other site alterations might prevent the temporary Coastal Wetland impact areas
from re-attaining pre-project functions, the permittee shall provide an annual update on the Coastal
Wetland areas temporarily impacted by the TIP No. B-2500 Phase IIA and TIP No. B-2500AB ,
projects. This annual update shall consist of photographs and a brief written report on the progress of
these temporarily impacted areas in re-attaining their pre-project functions. Within three years after
completion of TIP No. B-2500AB,the permittee shall hold an agency field meeting with DCM to
determine if the Coastal Wetland areas temporarily impacted by this project have re-attained pre-project
functions. If at the end of three years DCM determines that the Coastal Wetland areas temporarily
impacted by the project have not re-attained pre-project functions, DCM will determine whether
compensatory mitigation shall be required.
Historical and Cultural Resource Protection
NOTE: A Programmatic Agreement dated 11/15/10 exists between the Federal Highway Administration,
the Advisory Council on Historic Preservation, the N.C. Department of Transportation
(NCDOT), and the N.C. State Historic Preservation Office(SHPO) for the project and is
included as Appendix D in the Record of Decision dated 12/20/10.
Threatened and Endangered Species Protection
38) The permittee shall include the N.C. Wildlife Resources Commission (WRC)when it works with other
appropriate resource agencies to determine other areas near project construction where night lighting
would need to be avoided or limited,as committed to by the permittee in Project Commitment#11 of
the Environmental Assessment dated 2/12/13.
39) In accordance with commitments made by the permittee, the discretionary measures for the piping
plover and three species of sea turtles that include the terms and conditions outlined in the 7/10/08
USFWS Biological and Conference Opinions shall be implemented.
General
NOTE: In accordance with commitments made by the permittee,as a result of this Major Modification,
the authorized project will not result in the loss of motor vehicle access to the existing public
boat ramp and public parking lot approximately 3,100 feet south of the Pea Island Breach Site.
This facility will continue to be used as a staging area for the project, as well as a jetting intake
location,however it will be fully restored upon the completion of the work authorized by this
Major Modification.
40) The permittee shall provide the public with adequate notice that access to the existing public boat ramp
and public parking lot approximately include an es feet south of timate mate of the amoue nt Island
time hatch Site access tolll theepublicdbo during
construction. The notice shall
ramp will be closed.
.... . ..... .... .... ... ......

N.C. Department of Transportation
Permit No. 106-12
Page 7 of 8
ADDITIONAL CONDITIONS
41) The construction of any new public access facility shall require additional authorization from DCM,
including the one referenced in the permit application as required by Condition Number 12 of the
PINWR Permit No 2013-003.
42) The new temporary bridge shall maintain the present height of the existing temporary bridge,
approximately 15 feet above the mean high water elevation.
43) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities.
44) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work following completion of construction and demolition
activities.
45) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and
NCDOT's Memorandum of Agreement with the N.C. Division of Energy, Mineral, and Land Resources.
46) If it is determined that additional permanent and/or temporary impacts are necessary that are not shown
on the attached workplan drawings or described in the authorized permit application, a permit
modification and/or additional authorization from DCM shall be required. In addition, any changes in
the approved plan may also require a permit modification and/or additional authorization from DCM.
The permittee shall contact a representative of DCM prior to commencement of any such activity for
this determination and any permit modification.
47) The permittee shall exercise all available precautions in the day-to-day operations of the facility to
• prevent waste from entering the adjacent waters and wetlands.
•
48) Development authorized by this Major Modification shall only be conducted on lands owned by the
• NCDOT and/or its right-of-ways and/or easements.
•
49) The permittee and/or his contractor shall contact the DCM Transportation Project Field Representative
in Elizabeth City at [phone] to request a pre-construction conference prior to proj ct initiation.
50) Nothing in this Major Modification authorizes any activity that has not received approval from the
National Park Service (NPS) and/or the USFWS for work within the Cape Hatteras National Seashore
and/or PINWR. The proposed work shall not commence until the permittee has been issued Special Use •
e.
Permit(s) from the NPS and/or the USFWS, if required, and a copy of the Special Use Permit(s)are
received by DCM.
NOTE: The Division of Water Resources (DWR) notified the permittee on 6/22/15 that impacts of the
proposed project (DWQ Project No. 20130144 v.5) are below the thresholds which generally
require written concurrence from DWR. Therefore,provided the conditions in General Water
Quality Certification No. 3893 can be met, no further correspondence from DWR shall be
necessary at this time.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
Number 33 (COE Action ID No. SAW-2013-01039), which was issued on 7/2/15.
,.. s :,: •ham: •+r

•
N.C. Department of Transportation Permit No. 106-12
Page 8 of 8
ADDITIONAL CONDITIONS
NOTE: This Major Modification does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
51) This Major Modification shall be attached to the original of Permit No. 106-12, which was issued on
9/19/12, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
52) All conditions and stipulations of the active permit remain in force under this Major Modification unless
•
specifically altered herein.
NOTE: An application processing fee of$475 was received by DCM for this project.

E cEIV
E.0
„Jo,
1 � .. et STATFo
Jut, 1.9 2015
AL MANAGEMET
N
OIV. OF COAc p LEIGH `
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
' PAT L. MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
June 19, 2015
U.S. Army Corps of Engineers N.C. Division of Coastal Management
Regulatory Field Office 1367 US 17 South
2407 West 5th Street Elizabeth City, NC 27909
Washington, NC 27889
ATTN: Ms. Tracey Wheeler ATTN: Mr. Greg Daisey
NCDOT Coordinator NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permit 33, and Section 401 Water Quality
Certification, and CAMA Major Development Permit for the Replacement of the
Temporary Bridge over New Inlet on NC 12 in Dare County,
TIP No. B-2500 AB, Debit $475 from WBS Element 32635.1.3.
References: CAMA Permit No. 106-12 modified April 22, 2014.
404 Permit Action ID:SAW-2013-01039 issued December 9, 2014.
CAMA Permit No. 104-11 modified January 16, 2015.
404 Regional General Permit Modification 1980000291 (Action ID: SAW-2013-01039),
received via electronic mail January 2015.
401 Certification #20130144v.4 issued April 10, 2014
Dear Madam and Sir:
The North Carolina Department of Transportation requests issuance and modification to the above
Referenced permits (with the exception of CAMA Permit No. 104-11 and 404 Regional General
1980000291) to redesign the structure replacing the existing temporary bridge over New Inlet.
Pursuant to the Settlement Agreement between Defenders of Wildlife and National Wildlife Refuge
Association, the North Carolina Department of Transportation, North Carolina Department of
Environment and Natural Resources Division of Coastal Management, Federal Highway Administration
and Cape Hatteras Electric Membership Corporation, the project scope has changed.
The attached revisions will reduce the project area, and will therefore have reduced impacts compared
to the previously permitted project.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX. [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

i lr
Please find attached revised: PCN, MP forms, stormwater management plan, permit drawings, and
roadway drawings.
This application provides proposed impacts needed to construct B-2500 AB. Previously permitted work
which has not already taken place outside of the limits shown in the included drawings, will no longer
occur, with the exception of the water access points necessary for pile jetting. Specifically, this
includes the water access points at Sites 16, 17. Site 10 water access point will still be used, and is
within the revised project area.
Three test piles were installed as described in previous authorizations. Due to the depth and size of
these piles, safety concerns to traveling public, and practicability, these piles cannot be removed in
their entirety at this time. As such, the Department proposes to cut the piles 1-foot below ground or
deeper if groundwater allows. At some point in the future, should either NCDOT or NCDCM determine
that the remaining portions of the piles have become an obstruction, the Department will coordinate
with the permitting agencies to examine removal options of the exposed portions adjacent to NC 12.
The piles of the existing temporary structure should be able to be removed in their entirety. However,
jetting may be required to assist in their removal.
Construction of the replacement structure will remain as described in previous modifications. Top-
down construction may be utilized however, temporary work bridges may be used if water is present
in New Inlet and if water is not present, timber matting may be used. Timber matting/ temporary
work bridges may also be utilized for demolition of the existing structure. Timber matting/ temporary
work bridges are displayed on Permit Drawing Sheet 6.
To protect the proposed bridge abutments from scour, 300-400 pound stones will be placed around
the bridge abutments as displayed in Permit Drawing Sheet 2-4 as well as roadway plans sheets.
Compensatory Mitigation
Permanent wetland or stream impacts are not proposed for this project. Permanent impacts
previously permitted for B-2500 A will not be necessary. Impacts that have already occurred as a result
of B-2500 A, such as the onsite detour, will be restored to natural elevations prior to the completion of
B-2500 AB.
As a result, compensatory mitigation is no longer proposed for this project and the Department will
credit wetland mitigation previously debited from the Bodie Island Lighthouse Pond.
Proposed Let Date
The tentative let date for this project is currently scheduled for September 15, 2015, with a July 28,
2015 review date. Therefore, we request issuance of the above requested modifications by the review
date.
Regulatory Approvals
Section 404 Permit: Issuance of a Nationwide Permit 33 is hereby made for the above-described
activities.
Section 401 Certification: NCDOT hereby requests NCDWR's review for the above mentioned activities.
2

CAMA: Modification of the existing CAMA permit is hereby made for the above-mentioned activities.
Authorization to debit$475 from WBS 32635.1.3 is hereby given for the permit application fee.
A copy of this request and its distribution list will be posted on the NCDOT Website at:
https:J/connect.ncdot.gov/resources/Environmental. If you have any questions or need additional
information, contact Michael Turchy at [e-mail] or 919 707-6157.
Sincerely,
Rodger Rochelle, P.E.Administrator
Technical Services Division
The"cc" List: NCDOT Permit Application Standard Distribution List
: ECEVED
JUN1 92015 •
y,/ OF COASTALLEIGH MANAGEMENT
RA
3

e..WO)
J
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY J.TATA
GOVERNOR SECRETARY
June 19, 2015
U.S. Fish and Wildlife Service
Pea Island National Wildlife Refuge
PO Box 1969
Manteo, NC 27954
ATTN: Mr. Mike Bryant
Refuge Manager
SUBJECT: Request for Modification of Permits for Construction and Demolition Activities for the
Replacement of the Temporary Bridge over New Inlet on NC 12 in Dare County, TIP No.
B-2500 AB.
REFERENCE: PINWR SUP September 16, 2013
Settlement Agreement June 2015
Dear Mr. Bryant:
The North Carolina Department of Transportation requests modifications to the above referenced
permit to redesign the structure replacing the existing temporary bridge over New Inlet. Pursuant to
the Settlement Agreement between Defenders of Wildlife and National Wildlife Refuge Association,
the North Carolina Department of Transportation, North Carolina Department of Environment and
Natural Resources Division of Coastal Management, Federal Highway Administration and Cape
Hatteras Electric Membership Corporation, the project scope has changed. The attached revisions will
reduce the project area, and will therefore have reduced impacts compared to the previously
permitted project.
This reduced project area on will result in fewer impacts compared to the previously permitted
replacement structure. However, additional temporary construction easements within the Pea Island
National Wildlife Refuge (PINWR) will be needed for construction. Due to the tight alignment,
constructability issues, and morphology, "slivers" of PINWR property may be temporarily impacted.
The additional temporary construction easement needed on the Pea Island National Wildlife Refuge is
0.135 acres (or 5,859 square feet).
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

This letter serves as a request for a modification of the Special Use Permit held by the Department, for
the construction of the project and any associated temporary impacts, including temporary
construction easements. Project drawings are included for your review and reference.
Minimization
The following measures and commitments, as found in the previous application, remain applicable:
NCDOT has continued to minimize impacts to PINWR and lessen the easement requirements for the
project. The primary goal was to align the bridge as close to the existing NC 12 as feasible while
generally adhering to NCDOT and FHWA design standards.
Protected Species Measures
A number of conservation measures for protected species are being implemented for this project. As
the mission of your agency and PINWR includes wildlife conservation, we hereby reference these
measures, which are further documented in the USFWS Biological and Conference Opinions. In
addition:
• An educational night lighting meeting on-site will be scheduled with USFWS and all contractors
in order to minimize disturbance to sea turtles and other protected species. Night lighting will
meet the requirements specified in the attached USFWS Biological and Conference Opinions,
unless otherwise specified by USFWS.
• No permanent light fixtures will be mounted on the proposed bridge.
• To the maximum extent practical, while ensuring safe travel, NCDOT will limit or avoid the use
of road signs or other potential predator perches adjacent to plover nesting and foraging areas.
Large cantilever signs will be avoided in favor of smaller and shorter signs.
Construction Staging Measures
• All areas of Temporary Construction Easement will be returned to the conditions present
before construction started or better, and where applicable, areas to be returned to PINWR will
be restored to natural habitat conditions to the satisfaction of the Refuge Manager.
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands.
• Lighting required at the staging area will be coordinated along with other construction lighting
to ensure no adverse effects to sea turtles and other aquatic species.
• Fueling stations will be contained to avoid inadvertent spills reaching surface waters. Any spills
will be controlled and reported as applicable.
Proposed Let Date
The tentative let date for this project is currently scheduled for.September.15, 2015, with a July 28,
2015 review date. Therefore, we request issuance of the above requested modifications b the review
date. , E D
Regulatory Approvals
JUN 1.9 2015
IV. OF COASTAL MANAGEMENT
RALEIGH
2

•
Regulatory Approvals
The NCDOT anticipates that these activities will also be authorized under the following permits:
• USACE General 404 Permit
• NC Division of Water Quality 401 Water Quality Certification
• NC Division of Coastal Management CAMA Major Development Permit (Modification)
If you have any questions or would like additional information, please contact Michael Turchy at
[e-mail] or [phone]. A copy of this modification request will also be posted at
http://www.doh.dot.state.nc.us/preconstruct/pe/.
Sincerely,
Rodger Rochelle, P.E. Administrator
Technical Services Division
cc:
Ms. Tracey Wheeler, Washington Field Office, USACE
Ms. Cynthia Dohner, Southeast Regional Director, USFWS
3

DCh9 MP-1 •
APPLICATION for ;
1UN 19 2015
Major Development Permit OF CppSTAL MANAGEMENT
411
(last revised 12/27/06) r ALEIGH %
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
North Carolina Department Of Transportation B-2500 AB
Applicant 1: First Name MI Last Name
Richard W Hancock
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
1020 Birch Ridge Drive Raleigh NC
ZIP Country Phone No. FAX No.
27610 US 919-707-6157 ext. -
Street Address(if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
N/A
Agent/Contractor 1: First Name MI Last Name
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
<Form continues on back>
252-808-2808 1-888-4RCOAST www.nccoastairnanagement.net

RECE1J O
Form DCM MP-1 (Page 2 of 4) — APPLICATION for
SUN 1 9 2015 Major Development Permit
3. Project Location - -- — 1 `
COASTAL MANIAc�+^ Nr
Street Address
County(can be multiple) — - -- State Rd.#
Dare Existing NC112 from just south of southern most freshwater NC-12
pond to north of>Rodafither 444A-A'N&Nighway12
Subdivision Name City State Zip
N/A Rodanthe NC n/a-
Phone No. Lot No.(s) (if many,attach additional page with list)
N/A- - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Pamlico Sound
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
Dyes No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.tt.)
300 ft Sao 35,'98 sq. 4. 6to
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 3' ®NHW or❑NWL
e. Vegetation on tract
Brackish marsh,smooth cordgrass,maritime shrub thicket,salt/shrub grassland,maritime grassland,black needlerush,
reed stands,beach,dunes and disturbed wetland and upland vegetation.
f. Man-made features and uses now on tract
Existing NC-12,utility lines,recreation.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Recreational(federal Seashore and Refuge lands),open space,open water and water foul impoundments.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Unzoned (Attach zoning compliance certificate,if applicable)
Dyes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ['Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ®Yes ❑No DNA
If yes,by whom? NCDOT
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No DNA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ZYes ❑No
(ii)Are there coastal wetlands on the site? ZYes ❑No
(iii)If yes to either(i)or(ii)above, has a delineation been conducted? ZYes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
N/A
•
o. Describe existing drinking water supply source. JUN I n 2015
N/A 1J1� J
p. Describe existing storm water management or treatment systems. DIV_ OF COASTAL MANAGEMENT
Grass swales and Rip rap pads at the pipe ends RALEIGH
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ['Commercial ®Public/Government
['Private/Community
b. Give a brief description of purpose, use,and daily operations of the project when complete.
NCDOT Roadway and temporary bridge.
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Work bridge over open water. Crane, backhoe, etc,for construction and demolotion.
d. List all development activities you propose.
Roadway re-alignment and new temporary bridge.
e. Are the proposed activities maintenance of an existing project, new work,or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 12.3 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes ❑No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The roadway typical is shoulder section,therefore runoff from the road will quickly infiltrate into the sandy shoulders.
Stormwater runoff along the concrete sheet pile walls will go over the top of the walls and fall onto rip-rap placed along the
walls where it will infiltrate into sandy soils. Bridge deck will drain using horizontal deck drains. Bridge is 9'to 12'above the
ground elevation.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes DNo DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes ®No DNA
j. Is there any mitigation proposed? Dyes No DNA
If yes,attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form,(MP-1)the following items below,if applicable, must be submitted in order for the application
package to be complete. Items(a)—(f)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps, plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Pea Island National Wildlife Refuge,Attn:Mr.Dennis Stewart Phone No.
Address PO Box 1969,Manteo, NC 27954-1969
Name I V E D Phone No.
Address R
Name JUN 1.9 2015 Phone No.
Address
DIV. OF COASTAL MANAGEMENT
g. A list of previous state or federal permits issued for work on the progitAtrRtGhiclude permit numbers,permittee,and issuing dates.
See References in attached permit application cover letter. .
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Ce-t 9 -i 5 Print Name 'c�niAb..0,<Z•• %--I‘e_
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
DDCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagenent.net

RECEIVED
Form DCM MP-5 JUN 1 9 2015
BRIDGES and CULVERTS _
COASTAL HANAGEMMENT
ELIZABETH CI Y
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to co}nple e . - - • : of-tft2 Jotrit —"
Application that relate to this proposed project. Please include all supplemental information. „4. .-...,.aa. « �R u� !� *�• F..�
1. BRIDGES ['This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®Public/Government ❑Private/Community Pea Island, New Inlet
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL:
Reinforced Concrete Approx.8'(NWL)at breach
e. (I)Will proposed bridge replace an existing bridge? ®Yes ❑No f. (i)Will proposed bridge replace an existing culvert? Oyes No
If yes, If yes,
(ii)Length of existing bridge: 650' (ii)Length of existing culvert:
(iii)Width of existing bridge: 24' (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 15' (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) All parts of the existing bridge will be (v)Will all,or a part of,the existing culvert be removed?
removed. (Explain)
g• Length of proposed bridge: 2,350' h. Width of proposed bridge: 36'out to out
i. Will the proposed bridge affect existing water flow? Oyes No I. Will the proposed bridge affect navigation by reducing or
If yes,explain: increasing the existing navigable opening? ®Yes ❑No
If yes,explain: New breach between Pamlico Sound and
Atlantic Ocean. Vertical clearance will be jaaeeet.
/{FPPaxtMA(1Etl T4, S/ E
k. Navigation clearance underneath proposed bridge: A ►etd-#9" I. Have you contacted the U.S.Coast Guard concerning their
4414 AOt?-0X1M' � (S 1 wal:� approval? ®Yes ❑No
(NAVY 6Z IS -45 Klgt.J )rvt,F,j If yes,explain: Advanced approval has been received.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: Approx.9'to 12'
waters? ®Yes ❑No
If yes,explain: Coastal wetlands
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: • b. Water body in which the culvert Is to be placed:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemont.net revised: 10126/06

RECEIVED
Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back> JUN 1 9 2015
c. Type of culvert(construction material): f;
• - CQ?STAS MANAGEMENT
ELIZI ET'l
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
❑Yes ❑No ar.a cr:eA,. ,:✓.5Yi1'.,flpy.... ..,....:
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s):
(iii)Width of existing bridge: (iii)Width of existing culvert(s):
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NI-NV or
(v)Will all,or a part of,the existing bridge be removed? NVVL:
(Explain) (v)Will all,or a part of,the existing culvert be removed?
(Explain)
f• Length of proposed culvert: g• Width of proposed culvert:
h. Height of the top of the proposed culvert above the NIiW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water floes!?
increasing the existing navigable opening? ❑Yes ❑No ❑Yes ❑No
If yes,explain: If yes,explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i)Will the placement of the proposed bridge or culvert r uire aryl b. (i)Will the placement of the proposed bridge or culvert require any
excavation below the NNW or NWL? 1 `/es ®h!o excavation within coastal wetlands/marsh(CW).submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated:1804 (.t.Q feet affected.
(iii)Avg.width of area to be excavated:-296 ❑CW ❑SAV ❑SB
(iv)Avg.depth of area to be excavated:- -- OWL ®None
(v)Amount of material to be excavated in cubic yards: 8464y
(ii)Describe the purpose of the excavation In these areas:
c. (I)Will the placement of the proposed bridge or culvert�r�9qQuire an
high-ground excavation? EYes o
If yes.
(ii)Avg.length of area to be excavated:388
(iii)Avg.width of area to be excavated: 1
(iv)Avg.depth of area to be excavated: r
(v)Amount of material to be excavated in cubic yards: 8110 CI
252-80B-2808 :: 1-888-4RCOAST :: www.nccoastalrnanagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
,r
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Jetting spoils will be confined to the 100'Transportation Easement within the Pea Island
National Wildlife Refuge, unless the Refuge accepts the material for Refuge use.
(ii)Dimensions of the spoil disposal area: TBD by contractor.possibly in conjunction with the Refuge.
(iii)Do you claim title to the disposal area? Dyes No (If no, attach a letter granting permission from the owner.)
(iv)Will the disposal area be available for future maintenance? ❑Yes No
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
❑CW ❑SAV OWL OSB ®None
If any boxes are checked,give dimensions if different from(ii)above.
(vi)Does the disposal area include any area below the NHW or NWL? ? Oyes No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to fill(other than excavated material described in Item d above)to
be placed below NHW or NWL? Oyes ®No be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg. length of area to be filled: feet affected.
(iii)Avg.width of area to be filled: ®CW 369 ❑SAV ❑SB
(iv)Purpose of fill: OWL ['None
(ii)Describe the purpose of the excavation in these areas:
Temporary impacts at interior bridge bents due pile
installation.
g. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to
be placed on high-ground? ®Yes ONo
If yes, W V E D
(ii)Avg.length of area to be filled: 800' �/
(iii)Avg.width of area to be filled:41.5'
(iv)Purpose of fill: Roadway approaches to bridge JUN 19 2015
IV. OF COASTAL MANAGEMENT
RALEIGH
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? Oyes ®No
If yes,explain: If yes,explain:
If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
< Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanagement,net revised: 10/26/06

,Form DCM MP-5 (Bridges and Culverts. Page 4
r C. ;/ill the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
Oyes ®No controlled?
If yes,complete Form DCM-MP-2. Standard erosion control measures such as silt fence and
rock filter dams.
e. What type of construction equipment will be used(for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe,or hydraulic dredge)?
Dyes ®No
Work bridge over open water;Crane and backhoe for piers; If yes,explain steps that will be taken to avoid or minimize
timber matting; pile hammer;jetting equipment environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilisation? Dyes No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
- t9 t�
Date
B-2500 AB
Project Name
fl..?o.i�✓ / t\.a�e.��t
Applicant Name
Applicant Signature
RECEIVED
JUN %-9 2015
DIV. OF COASTAL MANAGEMENT
RALE252-808-280 :: 1-888-4RCOAST :: www.ncen stalrnanx revised: 10/26/06

t �
OCEAN HAZARD AEC NOTICE
Project is in an: X_-_ocean Erodible Area High Hazard Flood Area Ir.'et Hazard Area
Property Owner: NC nepartment of Transportation
Property Address:- Temporary Bridge nver New Inlet on Nrt 19,Dare County
Date Lot Was Platted: N/A
This notice is intended to make you,the applicant,aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area. which is subject to natural hazards such as storms.erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance, and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement.
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
• the development. Permits issued in the Ocean Hazard Area of storm within the 60-clay period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must he work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is Gregory Daisey,Transportation Projects Field Rep.
located is 8.4 feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. 1367 US 17 South, Elizabeth City,NC 27909
Studies also indicate that the shoreline could move as much as Address
10.,^feet landward in a major storm.
NCDOT Division 1
The flood waters in a major storm are predicted to be about
iQ feet deep in this area. Locality
Preferred oceanfront protection measures are beach nourishment • 252-264-3901 EXT.249
and relocation of threatened structures. Hard erosion control
structures such as bulkheads,seawalls,revetments.groins,jetties Phone Number £µX .'.
and breakwaters are prohibited. Temporary sand bags may be ,
•
11'7 CLIV ED
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below.Without
the proper signature,the application will not be complete. ;
p Am222015
•
•
6- ?-/- 2.0/ 5 )tv• OF COASTAL MANAGEMENT
RALEIGH
•
Applicant Sia Date • �,
Signature r, a
1\l�iKP/ V�
Revised May 20i0

•
•
BEFORE YOU BUILD
Setting Back for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront, you take a calculated risk. The Reasons
Natural forces of water and wind collide with tons of force,even The beachfront is an ever-changing landform. The beach and
on calm days. the dunes are natural"shock absorbers,"taking the beating of the
wind and waves and protecting the inland areas. By
Man-made structures cannot be guaranteed to survive the force incorporating building setbacks into the regulations, you have a
of a hurricane. Long-term erosion (or barrier island migration) good chance of enjoying the full life of the structure. At first, it
may take from two to ten feet of the beach each year, and, seems very inviting to build your dream house as close to the
sooner or later,will threaten oceanfront structures. These are the beach as possible, but in five years you could find the dream has
facts of life for oceanfront property owners. become a nightmare as high tides and storm tides threaten your
investment.
The Coastal Resources Commission(CRC) has adopted rules for
building along the oceanfront. The rules are intended to avoid an The Exception
unreasonable risk to life and property, and to limit public and The Coastal Resources Commission recognized that these rules,
private losses from storm and long-term erosion. These rules initially passed in June 1979, might prove a hardship for some
lessen but do not eliminate the element of risk in oceanfront property owners. Therefore, they established an exception for
development. lots that cannot meet the setback requirement. The exception
allows buildings in front of the current setback, if the following
As you consider building along the oceanfront, the CRC wants conditions apply:
you to understand the rules and the risks. With this knowledge,
you can make a more informed decision about where and how to 1) the lot must have been platted as of June I, 1979, and
build in the coastal area. is not capable of being enlarged by combining with
adjoining land under the same ownership;
The Rules 2) development must be constructed as far back on the
When you build along the oceanfront,coastal management rules property as possible and in no case less than 60 feet
require that the structure be sited to fit safely into the beach landward of the vegetation line;
environment. 3) no development can take place on the frontal dune;
4) special construction standards on piling depth and
Structures along the oceanfront, less than 5,000 square feet in square footage must be met;and
size, must be behind the frontal dune, landward of the crest of 5) all other CAMA, state and local regulations must be
the primary dune, and set back from the first line of stable met.
natural vegetation a distance equal to 30 times the annual
erosion rate (a minimum of 60 feet). The setback calculation The exception is not available in the Inlet Hazard Area.
increases as the size of the structure increases [15A NCAC
7H.0306(a)(2)]. For example: A structure between 5,000 and To determine eligibility for the exception the Local Permit
10,000 square feet would require a setback from the first line of Officer will make these measurements and observations:
stable, natural vegetation to a distance equal to 60 times the
annual erosion rate (a minimum of 120 feet). The graduated required setback from vegetation line
setback continues to increase through structure sizes greater than
100,000 square feet. exception setback(maximum feasible)
rear property line setback
max.allowable square footage on lowest floor
PRE P£RMil STRUCTURE.INADEQUATE SETBACK
SERUI PRE•STORit REACH PROF lit
STRUCTURE,utt
ADt0UATt POST-STORM BLACH PROF ILE
SETBACK
,r ONE YEAR AFTER STORNI/BEACH REBUILDING
After the storm, the house on the dune will be gone. The other house has a much better chance of survival.

Brittingham, Cathy
From: Rivenbark,Chris
Sent: Wednesday,July 15, 2015 12:05 PM
To: Daisey, Greg;Wheeler, Tracey L SAW([e-mail]); Ward, Garcy
Cc: Brittingham, Cathy; Turchy, Michael A
Subject: Revision for B-2500AB Dare County
Attachments: B2500AB_Permit Package_Revised_Sheets_20150715.pdf
In order to increase the level of scour protection for the proposed temporary bridge as well as minimize unnecessary
off-site hauling of stone, the attached revised permit drawings and Roadway plans reflect a slightly higher elevation for
the 300-400 lb stones than we previously provided with our application. A portion of this stone will come from the
existing Mabey bridge as it is demolished.
Proposed impacts have not changed therefore we are only providing this information to update your files.
Please let us know if you have any questions.
Chris Rivenbark I Eastern Regional Manager I Environmental Coordination & Permitting Group
Natural Environment Section I PDEA I N.C. Department of Transportation
[phone] office I [phone] fax I [e-mail]
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

•
OF WATF9 Office Use Only:
Corps action ID no.
, i > _ _ DWQ project no.
o <
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s)of approval sought from the
Corps: ® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit(NWP) number: 33 and General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ®Yes ❑ No
1 d. Type(s)of approval sought from the DWQ(check all that apply):
®401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
Z Yes ❑ No ❑Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation El Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ®Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ®Yes ❑ No
2. Project Information
2a. Name of project: Replacement of the temporary bridge over New Inlet on NC 12 in Dare County.
2b. County: Dare
2c. Nearest municipality/town: Rodanthe
2d. Subdivision name: not applicable
2e. NCDOT only,T.I.P. or state B-2500 AB
project no:
3. Owner Information
3a. Name(s)on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party(for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state,zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone] •
3h. Email address: [e-mail]
F CEIVED
JUN 1.9 2015
,)IV. OF COASTAL MANAGEMENT
RALEIGH

4. Applicant Information (if different from owner)
4a. Applicant is: ❑Agent ❑Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state,zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state,zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.68427 Longitude: 75.48389
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 12.3 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to Pamlico Sound/Atlantic Ocean
proposed project:
2b. Water Quality Classification of nearest receiving water: SA
2c. River basin: Pasquotank
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Natural barrier island conditions. Area protected by USFWS Pea Island National Wildife Refuge.
3b. List the total estimated acreage of all existing wetlands on the property:
170 acres, as approved by the Corps on the 5/21/2012 JD,which includes wetlands outside of the easement.
3c. List the total estimated linear feet of all existing streams(intermittent and perennial) on the property:
100 feet(New Inlet)
3d. Explain the purpose of the proposed project:
To replace a temporary bridge built in 2011 to span an inlet opened in August 2011 by Hurricane Irene,with an
approximately 2,350 foot long bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a temporary bridge near the existing alignment with an approximately 2,350 foot bridge.
Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project(including all prior phases) in the past? ®Yes El No 0 Unknown
Comments:
4b. If the Corps made the jurisdictional determination,what type
of determination was made? ❑ Preliminary ® Final
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company: CZR Incorporated
Name (if known): Ms. Lorrie Laliberte Boswell Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attached documentation.
5/21/2012
5. Project History
5a. Have permits or certifications been requested or obtained for ®Yes 0 No 0 Unknown
this project(including all prior phases)in the past?
5b. If yes, explain in detail according to"help file" instructions.
Please see"Reference"line in the Permit Application Cover Letter
6. Future Project Plans
6a. Is this a phased project? ❑Yes 0 No See attached cover letter.
6b. If yes, explain.
' r EIVED
3 JUN 1.9 2015
);yV. OF COASTALRALEIGH MANAGEMENT

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project(check all that apply):
Z Wetlands 0 Streams-tributaries ❑ Buffers
® Open Waters 0 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P)or (if known) DWQ—non-404, other) (acres)
Temporary(T)
Site 9 ❑ P®T Fill Marsh ❑Yes ®Corps <0.01
® No ❑ DWQ
Site 18 ❑ P ®T Fill Marsh 0 Yes ® Corps <0.01
® No ❑ DWQ
Permanent:
2g.Total wetland impacts zero
Temporary:
<0.01
2h. Comments:
Hand Clearing Impacts:
Site 7: <0.01
Site 9: <0.01
Site 18: <0.01
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts)proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number- (PER)or jurisdiction stream (linear feet)
Permanent(P)or intermittent (Corps-404, 10 width
Temporary(T) (INT)? DWQ—non-404, (feet)
other)
Site 1 ❑ P ❑T ❑ PER 0 Corps
❑ INT ❑ DWQ
Site 2 ❑ P ❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
Site 3 ❑ P ❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
Site 4 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5 ❑ P ❑T 0 PER ❑ Corps
❑ INT ❑ DWQ
Site 6 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
4

it
4. Open Water Impacts
If there are proposed impacts to lakes, ponds,estuaries,tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S.then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact(acres)
Permanent(P) or (if applicable)
Temporary(T)
07 ❑ P®T Isolated Pond Fill Isolated Pond 0.04
08 ❑ P®T Isolated Pond Fill Isolated Pond 0.13
09 ❑ P®T Isolated Pond Fill Isolated Pond 0.01
010 ❑ P®T New Inlet Fill Inlet 0.14
011 ❑ P®T Isolated Pond Fill Isolated Pond 0.02
019 ❑ P® T Isolated Pond Fill Isolated Pond <0.01
4f.Total open water impacts 0.35 Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts(acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f.Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area(acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
. L7CEIVED
ld 4A1
JUN 1.9 2015
OIV. OF COASTAL MANAGEMENT
RALEIGH
5

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,then complete the chart below. If yes,then individually list all buffer
impacts below. If any impacts require mitigation,then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent(P)or Stream name mitigation (square feet) (square feet)
Temporary(T) required?
B1 OPOT ❑Yes
❑ No
B2 ❑ P ❑T Yes
❑ No
B3 ❑ P ❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
6

cENED
D. Impact Justification and Mitigation JUN 1,9 2015
1. Avoidance and Minimization OF COASTAL MANAGEMENT
1-tALEICjH
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been reduced from 2.1 miles,to approximately 1 mile.
All impacts are now temporary in nature.
Upon completion, the temporary bridge and approaches will be entirely within the 100'Transportation Easement within
the Pea Island National Wildlife Refuge (PINWR). All jetting spoils will also be disposed of within this 100'Transportation
Easement unless the Pea Island National Wildlife Refuge accepts the material for Refuge use.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary construction runoff will be controlled by using Silt Fence, Special Silt Fence, Temporary Slope Drains, Rock
Silt Checks, and Temporary Matting and Grassing as appropriate.
Temporary fill in wetlands will be required. Areas will be restored to preconstruction elevations.
Jetting spoils will not be disposed of in jurisdictional areas. Jetting spoils may be used by the PINWR at their discretion.
Preventative measures will be taken to minimize impacts to fish species during water intake for jetting operations.
A screen will be used on the intake of the jetting pumping operations to prevent the intake of larval species.
Jetting piping will be placed by hand to reduce impacts in wetland areas.
Jetting installation of the bents in New Inlet will occur at ebb tide.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑Yes ® No
impacts to Waters of the U.S. or Waters of the State? If no, explain
2b. If yes, mitigation is required by(check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased(attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. ❑Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑warm ❑cool ['cold
4d. Buffer mitigation requested (DWQ only): n/a square feet
4e. Riparian wetland mitigation requested: n/a acres
4f. Non-riparian wetland mitigation requested: n/a acres
4g. Coastal(tidal)wetland mitigation requested: acres
7

4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a.Will the project result in an impact within a protected riparian buffer that requires D Yes ® No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
8

. ` � � 0-�� i
' -+ h~~ & " N�~ 0 �� N~� N �
� au=� `�� m�= � � w��. m�� �
/ �VU� �
�=~" . = �w��wv
E. Stornnmmtmr Management and Diffuse Flow Plan (required byDWQ)
Of COASTALfMAffACEMENT
t Diffuse Flow Plan �' � R*LBGH
10 Does include - []Y*«� p' . '--�
within one of the NC Riparian Buffer Protection Rules?
1b. If yes,then iso diffuse flow plan included? |f not, explain why.
El Yes [] No
Comments:
2' Stmrmnwmter Management Plan
3a. What io the overall percent imperviousness of this project? N64
2b. Does this project require oShonnwoter Management Plan? ZYoo [] No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
El Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? LJDVVOShmnnwaterProgram
DVVO4O1Unit
3. Certified Local Government StmmnwmtorReview
3o. |n which local government's jurisdiction io this project? not applicable
El Phaae ||
El NSW
3b Which
�
apply (check all that opp|y}
El USK�P
� LJ Water Supply Watershed
LJOther:
3c. Has the approved Sbonnwater Management Plan with proof of approval been El Yes No
attached?
4. DVVQ Stomnvvotmr Program Review
Coastal counties
4a. Which of the following state-implemented stormwater management programs apply El H{}VV
(check all that opply): El ORVV
LJ Session Law 2000'24O
[] Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? El Yes [] Non/a
5. DVVC)4U1 Unit StnrmwaterReview
5n. Does the Gturmvvoter Management Plan meet the appropriate requirements? EDyoo [] No

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public(federal/state/local)funds or the ®Yes ❑ No
use of public(federal/state) land?
lb. If you answered"yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ®Yes ❑ No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ®Yes ❑ No
Comments: FHWA is currently reevaluating the Record of Decision(ROD).
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ® No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes ® No
2c. If you answered"yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in ❑Yes
additional development,which could impact nearby downstream water quality? ® No
3b. If you answered"yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered"no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement,this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge)of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ®Yes El No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ®Yes ❑No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
El Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Consultation with the USFWS
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? ®Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources(Corps Requirement)
7a. Will this project occur in or near an area that the state,federal or tribal
governments have designated as having historic or cultural preservation ®Yes ❑ No
status(e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? ®Yes ❑ No
8b. If yes,explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c.What source(s)did you use to make the floodplain determination?FEMA Maps
\\4— ; G- 19- 5
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agents signature is valid only if an authorization letter from the applicant
isprovided.j
EVED
JUN 19 2015
V. OF COASTAL MANAGEMENT
•
11

E,CE1VED
JUN 19 2015
MANAGEMENT
—t r way. North Carolina Department of Transportation
stornm oxen
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN - �
(Venion 2.02;Released April 2016) FOR NCDOT PROJECTS
WBS Element: 32635.1.3 TIP No.: B-2500AB County(ies): Dare Page 1 of 1
General Project Information
WBS Element: 32635.1.3 'TIP Number: B-2500AB I Project Type: New Location 'Date: 6/18/2015
NCDOT Contact: John W.Twisdale,Jr.,PE Contractor I Designer: Matthew York
Address: 1020 Birch Ridge Road Address: 1020 Birch Ridge Road
Raleigh,NC 27610 Raleigh,NC 27610
Phone:[phone] Phone:[phone]
Email:jtwisdalei ncdot.gov Email:mjyork(gncdot.gov
City/Town: _ Pea Island County(ies): Dare
River Basin(s): Pasquotank I CAMA County? I Yes
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 1.017 miles I Surrounding Land Use: 'Coastal Barrier Island
Proposed Project Existing Site
Project Built-Upon Area(ac.) 4.0 ac. 3.3 ac.
Typical Cross Section Description: Two lane highway with 12'travel lanes and 8'shoulders(4'paved and 4'W/GR). Two lane highway with 10'travel lanes and 2'paved shoulders.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 10900 Year:2032 Existing: 7300 Year 2012
General Project Narrative: The project is located within the Pasquotank Basin in Dare County which is also a CAMA county. The roadway typical is shoulder section,therefore runoff from the road will
(Description of Minimization of Water quickly infiltrate into the sandy shoulders. Stormwater runoff along the concrete sheet pile walls will go over the top of the walls and fall onto rip-rap placed along the walls
Quality Impacts) where it will infiltrate into sandy soils.
The existing temporary structure has a total length of 664'and the proposed temporary bridge will have a total length of 2350'. The proposed temporary bridge will have
horizontal deck drains down the entire length of the bridge roughly 7'to 11'above the ground elevation. Concentration of runoff has been minimized by placing deck drains on
4'-4"centers and no deck drains within 5'-5"from all proposed bridge bents. These distributed flows will quickly infiltrate into existing soils. Open graded friction course will be
used on the bridge deck which will reduce total suspended solids concentrations and decrease under carriage wash from vehicles. Finally the existing two lane facility will be
maintained;therefore,the result will be equal or better treatment than currently exists.
Note for spanning and discharging over water body:
The water body shown on the permit drawings is currently filled in with sand. The water body forms during major storm events causing a breach within the coastal barrier
island. The water body will later fill back in after the storm event,but the bridge will span the water body as long as it remains open. For more frequent rain events,water from
bridge will be discharged onto sand.
Waterbody Information
Surface Water Body(1): I Atlantic Ocean NCDWR Stream Index No.: N/A
NCDWR Surface Water Classification for Water Body Primary Classification: Class SA
Supplemental Classification: High Quality Waters(HQW)
Other Stream Classification:
Impairments:
Aquatic TILE Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided In Buffer? IN/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

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